Veure - Ajuntament de Manresa

Transcription

Veure - Ajuntament de Manresa
ADDENDA Nº1 DE DELIMITACIÓ DEL DOMINI PÚBLIC
HIDRÀULIC DE L’ESTUDI D’INUNDABILITAT DEL RIU
CARDENER AL SEU PAS PER MANRESA.
TRAM: PONT VELL – PONT C-1411
ABRIL DE 2.004
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
ADDENDA. CÀLCULS HIDRÀULICS DE LA DELIMITACIÓ DEL DOMINI PÚBLIC HIDRÀULIC
Addenda. Càlculs hydraulics
Ajuntament de Manresa
Índex
T= 3 anys
§
Dades d’entrada
§
Resultats del càlcul
§
Plànols
Addenda. Càlculs hydraulics
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Dades d’entrada T=3 anys
Addenda. Càlculs hydraulics
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
FLOW DATA
HEC-RAS Version 3.1.1 May 2003
U.S. Army Corp of Engineers
Hydrologic Engineering Center
609 Second Street, Suite D
Davis, California 95616-4687
(916) 756-1104
X
X
X
X
X
X
XXXXXXX
X
X
X
X
X
X
XXXXXX
X
X
XXXX
X
X
XXXXXX
XXXX
X
X
X
X
X
X
X
XXXX
XXX
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X
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X X
X
X
X
X
Flow Title: T=3 anys
Flow File : d:\Araceli\Projectes\MANRESA\Estud hidràulic\hec-ras\Pases\Manresa.f04
Flow Data (m3/s)
XX
X
X
X
X
XXXXXX
X
X
X
X
X
X
River
RIU
RIU
XXXX
X
X
XXXX
Reach
CARDENER
CARDENER
RS
0.0
-1840.0
PF 1
114.95
121.68
Boundary Conditions
X
X
XXXXX
River
Downstream
Reach
Profile
RIU
CARDENER
Normal S = 0.0005
PROJECT DATA
Project Title: Estudi d'inundabilitat del Riu Cardener
Project File : Manresa.prj
Run Date and Time: 30/06/2004 8:20:40
Upstream
PF 1
Normal S = 0.01
GEOMETRY DATA
Project in SI units
Geometry Title: Riu Cardener
Geometry File : d:\Araceli\Projectes\MANRESA\Estud hidràulic\hecras\Pases\Manresa.g01
PLAN DATA
CROSS SECTION
Plan Title: Plan 32
Plan File : d:\Araceli\Projectes\MANRESA\Estud hidràulic\hec-ras\Pases\Manresa.p32
Geometry Title: Riu Cardener
Geometry File : d:\Araceli\Projectes\MANRESA\Estud hidràulic\hecras\Pases\Manresa.g01
Flow Title
Flow File
ras\Pases\Manresa.f04
: T=3 anys
: d:\Araceli\Projectes\MANRESA\Estud hidràulic\hec-
Plan Summary Information:
Number of: Cross Sections =
Culverts
=
Bridges
=
160
0
2
Mulitple Openings =
Inline Structures =
Lateral Structures =
Computational Information
Water surface calculation tolerance
Critical depth calculaton tolerance
Maximum number of interations
Maximum difference tolerance
Flow tolerance factor
=
=
=
=
=
0.003
0.003
20
0.1
0.001
Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method:
Average Conveyance
Computational Flow Regime:
Mixed Flow
0
0
0
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 0+000
Station Elevation Data
Sta
Elev
Sta
-76
208
-37
4.17
200.5
4.88
5.1
198
5.24
18.45
194.5
39.53
48
194.5
52.63
67.47
198
67.65
68.27
200.5
68.36
68.74
203
68.97
69.84 204.07
77.84
84.84
205.6
num=
Elev
201.6
200
197.6
194.5
194.5
198.5
201
203.5
204.07
46
Sta
-2
4.93
5.47
39.67
58.8
67.83
68.44
69.2
77.84
Elev
201.75
199.5
197.6
194.5
194.5
199
201.5
204
206.3
Manning's n Values
Sta
n Val
Sta
-76
.045
41.22
num=
n Val
.035
3
Sta
58.8
n Val
.045
Bank Sta: Left
41.22
Right Levee
Lengths: Left Channel
20
20
69.84
Elevation=
Right
58.8
Station=
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Addenda. Càlculs hydraulics
RS: 0.0
RS: -20.0
Sta
0
4.99
14.13
41.22
62.38
68
68.52
69.54
78.14
Right
20
204.77
Elev
201.5
199
197.6
194.5
194.5
199.5
202
204.77
206.3
Sta
3.72
5.04
15.38
45.48
67.12
68.17
68.66
69.84
78.14
Coeff Contr.
.1
Elev
201
198.5
197.6
194.5
197.6
200
202.5
204.77
205.6
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
INPUT
Description: PK 0+020
Station Elevation Data
Sta
Elev
Sta
-57
210
-50
4.37
200.5
7.29
11.68
198
11.9
13.05
195.5
16.66
29.12
194.5
29.66
39.47
196.5
46.94
65.61
199
66.42
67.84
201.5
68.11
68.94
204
69.14
76.74
204.1
76.74
num=
Elev
203.91
200
197.5
195
195
197
199.5
202
204.5
206.9
50
Sta
-15
8.37
12.14
21.93
31.69
52.73
67.13
68.36
69.14
77.04
Manning's n Values
Sta
n Val
Sta
-57
.045
16.66
num=
n Val
.035
3
Sta
29.66
Bank Sta: Left
16.66
Right Levee
Lengths: Left Channel
20
20
69.44
Elevation=
Right
29.66
Station=
Elev
201.45
199.5
197
194.5
195.5
197.5
200
202.5
204.8
206.9
Sta
-2
9.48
12.42
24
35.99
63.83
67.35
68.52
69.44
77.04
Elev
201.2
199
196.5
194
196
198
200.5
203
204.8
206.2
Sta
0
10.58
12.71
27
37.9
64.72
67.58
68.8
69.44
83.74
Elev
201
198.5
196
194
196.27
198.5
201
203.5
204.1
206.2
n Val
.045
Right
20
204.8
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -40.0
INPUT
Description: PK 0+040
Station Elevation Data
Sta
Elev
Sta
-56.12
205.2
-37
2.78
200
3.84
7.31
197.5
7.61
14.22
195
14.9
26.46
195
27.48
33.31 197.04
37.7
63.2
199.5
64.08
66.04
202
66.19
67.24
204.9
73.64
num=
Elev
202.6
199.5
197
194.5
195.5
197.5
200
202.5
204.9
43
Sta
-29
4.9
8.04
16.3
28.6
52.69
64.57
66.57
73.64
Elev
201
199
196.5
193.95
196
198
200.5
203
207.7
Manning's n Values
Sta
n Val
-56.12
.035
num=
n Val
.035
3
Sta
27.48
n Val
.035
Bank Sta: Left
8.95
Sta
8.95
Right
27.48
Lengths: Left Channel
20
20
BRIDGE
RIVER: RIU
REACH: CARDENER
RS: -50
INPUT
Description: PONT VELL COVA SANT IGNACI
Distance from Upstream XS =
8.25
Deck/Roadway Width
=
3.5
Weir Coefficient
=
1.44
Upstream Deck/Roadway Coordinates
Addenda. Càlculs hydraulics
Sta
-2
5.98
8.54
24.78
29
54.54
65.06
67.05
Right
20
Elev
201
198.5
196
193.95
196.5
198.5
201
203.5
Sta
0
7.08
8.95
26.18
32.9
58.02
65.55
67.22
Coeff Contr.
.1
Elev
200.5
198
195.5
194.5
197
199
201.5
204
Expan.
.3
num=
Sta
-37
-22.22
-17.72
-13.72
-6.61
2.75
10.24
22.74
35.24
43.49
53.49
62.24
36
Hi Cord Lo Cord
202.6
190
204.735 203.12
205.39
201
205.97 200.91
206.995 204.26
208.6 205.21
209.79 201.86
211.6
209.2
209.72 200.99
208.475 204.88
206.86 203.39
205.65
199.5
Sta
-23.72
-20.72
-17.72
-11.35
-4.24
4.74
15.24
26.49
37.99
46.24
56.74
62.24
Hi Cord Lo Cord
204.52
190
204.95
204
205.39
190
206.31 204.26
207.34 200.91
209
206.6
210.515
201.7
211.035
207
209.305 204.88
208.06 200.99
206.41
205
205.65
190
Upstream Bridge Cross Section Data
Station Elevation Data
num=
Sta
Elev
Sta
Elev
-56.12
205.2
-37
202.6
2.78
200
3.84
199.5
7.31
197.5
7.61
197
14.22
195
14.9
194.5
26.46
195
27.48
195.5
33.31 197.04
37.7
197.5
63.2
199.5
64.08
200
66.04
202
66.19
202.5
67.24
204.9
73.64
204.9
43
Sta
-29
4.9
8.04
16.3
28.6
52.69
64.57
66.57
73.64
Elev
201
199
196.5
193.95
196
198
200.5
203
207.7
Manning's n Values
Sta
n Val
-56.12
.035
3
Sta
27.48
n Val
.035
Bank Sta: Left
8.95
Sta
8.95
Right
27.48
num=
n Val
.035
Coeff Contr.
.1
Sta
-2
5.98
8.54
24.78
29
54.54
65.06
67.05
Elev
201
198.5
196
193.95
196.5
198.5
201
203.5
Sta
0
7.08
8.95
26.18
32.9
58.02
65.55
67.22
Elev
200.5
198
195.5
194.5
197
199
201.5
204
Expan.
.3
Downstream Deck/Roadway Coordinates
num=
36
Sta Hi Cord Lo Cord
Sta Hi Cord Lo Cord
-37
202.6
190 -23.72 204.52
190
-22.22 204.735 203.12 -20.72 204.95
204
-17.72 205.39
201 -17.72 205.39
190
-13.72 205.97 200.91 -11.35 206.31 204.26
-6.61 206.995 204.26
-4.24 207.34 200.91
2.75
208.6 205.21
4.74
209
206.6
10.24 209.79 201.86
15.24 210.515
201.7
22.74
211.6
209.2
26.49 211.035
207
35.24 209.72 200.99
37.99 209.305 204.88
43.49 208.475 204.88
46.24 208.06 200.99
53.49 206.86 203.39
56.74 206.41
205
62.24 205.65
199.5
62.24 205.65
190
Downstream Bridge Cross Section Data
Station Elevation Data
num=
43
Sta
Elev
Sta
Elev
Sta
-100.25
217
-37
202.6
-27
.97
199.5
1.99
199
3.16
10.95 197.328
11.16
197
11.44
13.33
195
14.84
194.5
16.44
30.94
194.5
32.48
195
33.38
38.86
197
40.46
197.5
45.08
48.22
199.5
56.76
200
57.76
62.23
202
62.49
202.5
62.65
65
204.9
71.4
204.9
71.4
Sta Hi Cord Lo Cord
-23.72 204.52
201
-19.22 205.17 203.12
-13.72 205.97
190
-8.98 206.65 205.65
.76
208.2 201.86
7.49 209.395 205.21
18.99 211.06
207
30.24 210.47
201.7
40.74 208.89 206.49
51.24 207.31
199.5
59.99 206.03 203.39
67.24
204.9
190
Elev
201
198.5
196.5
193.9
195.5
198
200.5
203
207.7
Sta Hi Cord Lo Cord
-23.72 204.52
201
-19.22 205.17 203.12
-13.72 205.97
190
-8.98 206.65 205.65
.76
208.2 201.86
7.49 209.395 205.21
18.99 211.06
207
30.24 210.47
201.7
40.74 208.89 206.49
51.24 207.31
199.5
59.99 206.03 203.39
67.24
204.9
190
Sta
-2
4.27
11.72
27.65
36.82
45.26
60.13
63.46
Elev
201
198
196
193.9
196
198.5
201
203.5
Sta
0
10.84
12.62
29.34
37.96
45.78
61.14
63.9
Elev
200
197.5
195.5
193.9
196.5
199
201.5
204
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Manning's n Values
Sta
n Val
Sta
-100.25
.035
10.84
num=
n Val
.035
Bank Sta: Left
10.84
Coeff Contr.
.1
Right
40.46
3
Sta
40.46
Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
Class B flow critical depth computations use critical depth
inside the bridge at the upstream end
Criteria to check for pressure flow = Upstream energy grade line
n Val
.035
Expan.
.3
CROSS SECTION
Upstream Embankment side slope
=
0 horiz. to 1.0 vertical
Downstream Embankment side slope
=
0 horiz. to 1.0 vertical
Maximum allowable submergence for weir flow =
.95
Elevation at which weir flow begins
=
Energy head used in spillway design
=
Spillway height used in design
=
Weir crest shape
= Broad Crested
Number of Piers =
43
Sta
-27
3.16
11.44
16.44
33.38
45.08
57.76
62.65
71.4
Elev
201
198.5
196.5
193.9
195.5
198
200.5
203
207.7
3
Sta
40.46
n Val
.035
-1.74
Downstream=
12.74
Manning's n Values
Sta
n Val
Sta
-100.25
.035
10.84
num=
n Val
.035
Bank Sta: Left
10.84
Lengths: Left Channel
20
20
Pier Data
Pier Station
Upstream=
12.74
Upstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
Downstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
Right
40.46
Sta
-2
4.27
11.72
27.65
36.82
45.26
60.13
63.46
Right
20
Elev
201
198
196
193.9
196
198.5
201
203.5
Sta
0
10.84
12.62
29.34
37.96
45.78
61.14
63.9
Coeff Contr.
.1
Elev
200
197.5
195.5
193.9
196.5
199
201.5
204
Expan.
.3
CROSS SECTION
Pier Data
Pier Station
Upstream=
32.74
Upstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
Downstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
Downstream=
Pier Data
Pier Station
Upstream=
48.74
Upstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
Downstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
Downstream=
1
Low Flow Methods and Data
Energy
Selected Low Flow Methods = Highest Energy Answer
Addenda. Càlculs hydraulics
num=
Elev
202.6
199
197
194.5
195
197.5
200
202.5
204.9
Downstream=
Pier Data
Pier Station
Upstream=
-1.74
Upstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
Downstream
num=
2
Width
Elev
Width
Elev
5
10
5
209.2
High Flow Method
Energy Only
RS: -60.0
INPUT
Description: PK 0+060
Station Elevation Data
Sta
Elev
Sta
-100.25
217
-37
.97
199.5
1.99
10.95 197.328
11.16
13.33
195
14.84
30.94
194.5
32.48
38.86
197
40.46
48.22
199.5
56.76
62.23
202
62.49
65
204.9
71.4
4
Number of Bridge Coefficient Sets =
RIVER: RIU
REACH: CARDENER
32.74
48.74
RIVER: RIU
REACH: CARDENER
RS: -80.0
INPUT
Description: PK 0+080
Station Elevation Data
Sta
Elev
Sta
-.3
200.8
0
.2
198
.36
1.34
195.5
1.69
27.96 193.85
29.96
32.1
196.5
32.52
33.78
199
33.82
47.16
201.5
48.82
49.51
204
49.57
64.21
207.9
70.61
num=
Elev
200
197.5
195
194.5
197
199.5
202
204.5
207.9
42
Sta
.08
.51
2.42
30.82
33.09
33.87
48.98
63.91
Elev
199.5
197
194.5
195
197.5
200
202.5
204.5
Manning's n Values
Sta
n Val
-.3
.045
num=
n Val
.035
3
Sta
30.82
n Val
.045
Bank Sta: Left
1.69
CROSS SECTION
Sta
1.69
Right
30.82
Lengths: Left Channel
20
20
Sta
.13
.63
4.42
31.68
33.67
35.86
49.26
63.91
Right
20
Elev
199
196.5
193.85
195.5
198
200.5
203
208.6
Sta
.16
.84
16.52
31.74
33.73
40.28
49.35
64.21
Coeff Contr.
.1
Elev
198.5
196
193.85
196
198.5
201
203.5
208.6
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
RIVER: RIU
REACH: CARDENER
RS: -100.0
INPUT
Description: PK 0+100
Station Elevation Data
Sta
Elev
Sta
-22.6
199.5
-10.3
.72
198
.76
1.47
195.5
1.67
18.86
194.5
19.86
37.86
196.5
39.31
44.19
199
45.16
49.8
201.5
50.93
56.38
204
68.17
73.87 208.33
Manning's n Values
Sta
n Val
-22.6
.045
Bank Sta: Left
2.01
5.06
29.51
53.28
62.36
67.78
78.89
Sta
2.01
Right
19.86
num=
Elev
199.35
197.5
195
194.53
197
199.5
202
204
41
Sta
-.3
.81
2.01
33.29
40.76
46.13
53.41
68.17
num=
n Val
.035
3
Sta
19.86
Elev
199.2
197
194.5
195
197.5
200
202.5
209.03
Sta
0
.85
4.5
34.58
42.2
47.24
54.11
68.47
Elev
199
196.5
193.8
195.5
198
200.5
203
209.03
Sta
.36
.89
16.5
36.39
43.22
48.67
55.74
68.47
Elev
198.5
196
193.8
196
198.5
201
203.5
208.33
n Val
.045
Lengths: Left Channel
20
20
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -120.0
INPUT
Description: PK 0+120
Station Elevation Data
Sta
Elev
Sta
-3.8
198.8
0
.43
196.5
.51
4
193.7
16
34.45
195.5
41.34
50.1
198
50.86
53.92
200.5
54.72
59.27
203
64
71.71 209.02
78.41
num=
Elev
198.5
196
193.7
196
198.5
201
203.41
209.02
37
Sta
.26
.73
19.03
43.52
51.62
55.52
71.41
Manning's n Values
Sta
n Val
-3.8
.045
num=
n Val
.035
3
Sta
22.72
Bank Sta: Left
1.13
Sta
1.13
Right
22.72
Elev
198
195.5
194.5
196.5
199
201.5
203.41
Sta
.29
.96
22.72
46.08
52.38
56.32
71.41
Elev
197.5
195
194.67
197
199.5
202
209.72
Sta
.35
1.13
30.2
47.9
53.15
57.7
71.71
Elev
197
194.5
195
197.5
200
202.5
209.72
n Val
.045
Lengths: Left Channel
20
20
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -140.0
INPUT
Description: PK 0+140
Station Elevation Data
Sta
Elev
Sta
-24.1
202
-23
4.04
197.5
4.18
num=
Elev
200
197
Addenda. Càlculs hydraulics
38
Sta
-12
4.31
Elev
198.6
196.5
Sta
0
4.43
Elev
198.5
196
Sta
1.58
4.59
Elev
198
195.5
195
194.69
197
199.5
202
210.5
Manning's n Values
Sta
n Val
-24.1
.045
Bank Sta: Left
5.06
5.26
33.97
53.89
63.74
69.36
78.89
194.5
195
197.5
200
202.5
209.8
8.3
36.52
58.25
64.75
71.19
85.29
193.6
195.5
198
200.5
202.81
209.8
Sta
5.06
num=
n Val
.035
3
Sta
33.97
n Val
.045
Right
33.97
Lengths: Left Channel
20
20
23.8
40.55
59.61
65.75
78.59
Right
20
193.6
196
198.5
201
202.81
26.8
48.16
60.99
66.76
78.59
Coeff Contr.
.1
194.5
196.5
199
201.5
210.5
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -160.0
INPUT
Description: PK 0+160
Station Elevation Data
Sta
Elev
Sta
-26.12
202
-24
.8
197
1.2
4.3
194.5
7.3
29.95
194.5
30.7
49.02
197
53.1
63.12
199.5
65.08
67.68
202
68.93
76.63
209.6
83.03
num=
Elev
200
196.5
193.5
195
197.5
200
202
209.6
37
Sta
-14.8
1.6
15
33.04
54.34
65.81
76.33
Elev
198.3
196
193.5
195.5
198
200.5
202
Manning's n Values
Sta
n Val
-26.12
.045
num=
n Val
.035
3
Sta
30.7
n Val
.045
Bank Sta: Left
3.81
Sta
3.81
Right
30.7
Lengths: Left Channel
20
20
Sta
0
2.56
21
37.68
58.43
66.54
76.33
Right
20
Elev
198
195.5
193.5
196
198.5
201
210.3
Sta
.4
3.81
26.87
45.28
60.69
67.16
76.63
Coeff Contr.
.1
Elev
197.5
195
193.5
196.5
199
201.5
210.3
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -180.0
INPUT
Description: PK 0+180
Station Elevation Data
Sta
Elev
Sta
-43.66
210
-30.5
1.31
196.5
2.05
6.79 193.45
24.3
40.24
195.5
43.52
64.46
198
64.66
65.53
200.5
65.8
73.5
211.7
73.5
num=
Elev
198
196
193.45
196
198.5
201
211
33
Sta
-6.67
2.48
29
57.17
64.86
65.8
80.2
Elev
197.9
195.5
193.45
196.5
199
201.2
211
Manning's n Values
Sta
n Val
-43.66
.045
num=
n Val
.035
3
Sta
36.93
n Val
.045
Bank Sta: Left
Sta
3.1
Right
Lengths: Left Channel
Sta
0
3.1
32.16
59.73
65.06
73.2
Right
Elev
197.5
195
194.5
197
199.5
201.2
Sta
.59
3.79
36.93
61.61
65.26
73.2
Coeff Contr.
Elev
197
194.5
195
197.5
200
211.7
Expan.
Ajuntament de Manresa
3.1
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
36.93
10
10
10
.1
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Manning's n Values
Sta
n Val
-48.02
.045
num=
Elev
198
196
193.5
196
198.5
201
211
33
Sta
-6.6
2.48
29
57.17
64.86
65.8
80.2
Elev
197.8
195.5
193.5
196.5
199
201.2
211
Manning's n Values
Sta
n Val
-43.66
.045
num=
n Val
.035
3
Sta
32.16
n Val
.045
Sta
3.79
Right
32.16
Lengths: Left Channel
1
1
Sta
0
3.1
32.16
59.73
65.06
73.2
Right
1
Elev
197.5
195
194.5
197
199.5
201.2
Sta
.59
3.79
36.93
61.61
65.26
73.2
Coeff Contr.
.1
Elev
197
194.5
195
197.5
200
211.7
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -191
INPUT
Description: PK 0+191 R
Station Elevation Data
Sta
Elev
Sta
-34.03
204 -16.51
2.05
196
2.48
24.3
192.8
29
43.52
196
57.17
64.66
198.5
64.86
65.8
201
65.8
73.5
211
80.2
num=
Elev
198
195.5
192.8
196.5
199
201.2
211
32
Sta
0
3.1
32.16
59.73
65.06
73.2
Manning's n Values
Sta
n Val
-34.03
.045
num=
n Val
.035
3
Sta
32.16
Bank Sta: Left
3.79
196
193.5
194.5
197
199.5
202
2.33
9.5
41.95
53.47
64.62
195.5
192.8
195
197.5
200
3.86
27.64
43.07
56.73
65.31
195
192.8
195.5
198
200.5
Sta
7.61
num=
n Val
.035
3
Sta
29.74
n Val
.045
4.79
29.74
44.18
57.91
65.76
194.5
193.5
196
198.5
200.7
5.71
39.49
48.11
58.43
73.06
194
194
196.5
199
200.7
RS: -190
INPUT
Description: PK 0+190 R
Station Elevation Data
Sta
Elev
Sta
-43.66
210
-30.5
1.31
196.5
2.05
6.79
193.5
24.3
40.24
195.5
43.52
64.46
198
64.66
65.53
200.5
65.8
73.5
211.7
73.5
Bank Sta: Left
3.79
2.01
7.61
40.81
50.36
59.55
76.36
Sta
3.79
Right
32.16
Elev
197.5
195
194.5
197
199.5
201.2
Sta
.59
3.79
36.93
61.61
65.26
73.2
Elev
197
194.5
195
197.5
200
211.7
Sta
1.31
6.79
40.24
64.46
65.53
73.5
Elev
196.5
192.8
195.5
198
200.5
211.7
n Val
.045
Lengths: Left Channel
9
9
Right
9
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -200.0
INPUT
Description: PK 0+200
Station Elevation Data
Sta
Elev
Sta
-48.02
210
-35.7
num=
Elev
198
Addenda. Càlculs hydraulics
31
Sta
0
Bank Sta: Left
7.61
Sta
.82
Elev
197
Sta
1.42
Elev
196.5
Lengths: Left Channel
20
20
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -220.0
INPUT
Description: PK 0+220
Station Elevation Data
Sta
Elev
Sta
-51.16
202 -50.14
2.55
196
3.46
8.71
193.5
10.5
39.06
194
40.67
47.8
196.5
50.16
56.73
199
58.44
num=
Elev
200
195.5
192.7
194.5
197
199.5
30
Sta
-38.69
4.56
22.1
42.28
52.44
63.4
Elev
198
195
192.7
195
197.5
200
Manning's n Values
Sta
n Val
-51.16
.045
num=
n Val
.035
3
Sta
31.32
n Val
.045
Bank Sta: Left
8.71
Sta
8.71
Right
31.32
Lengths: Left Channel
20
20
Sta
0
5.65
29.4
43.87
54.7
70.7
Right
20
Elev
197
194.5
192.7
195.5
198
200
Sta
1.49
6.69
31.32
45.44
55.48
77.7
Coeff Contr.
.1
Elev
196.5
194
193.5
196
198.5
202
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -240.0
INPUT
Description: PK 0+240
Station Elevation Data
Sta
Elev
Sta
-52.27
202 -49.09
2.52
196
2.85
9.25
193.5
11.3
33.41
194
37.03
49.94
196.5
51.81
58.35
199
61.68
num=
Elev
200
195.5
192.6
194.5
197
199.3
30
Sta
-41.01
3.24
20.38
40.68
53.69
68.98
Elev
198
195
192.6
195
197.5
199.3
Manning's n Values
Sta
n Val
-52.27
.045
num=
n Val
.035
3
Sta
33.41
n Val
.045
Bank Sta: Left
6.7
Elev
197.5
Right
29.74
CROSS SECTION
Sta
6.7
Right
33.41
Lengths: Left Channel
20
20
Sta
0
4.18
30.6
44.33
55.57
76.48
Right
20
Elev
197
194.5
192.6
195.5
198
200
Sta
1.01
6.7
32.74
48.06
57.03
79.34
Coeff Contr.
.1
Elev
196.5
194
193.5
196
198.5
202
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
52.01
57.47
74.74
RIVER: RIU
REACH: CARDENER
Manning's n Values
Sta
n Val
-56.47
.045
num=
Elev
200
195.5
192.5
194.5
197
199
30
Sta
-44.74
3.3
18.51
43.74
54.47
67.11
Manning's n Values
Sta
n Val
-71.68
.045
num=
n Val
.035
3
Sta
34
Sta
5.87
Right
34
Elev
198
195
192.5
195
197.5
199
Sta
0
4.04
32
47.69
55.38
78.36
Elev
197
194.5
192.5
195.5
198
200
Sta
.7
4.74
34
51.66
56.79
79.86
Elev
196.5
194
193.5
196
198.5
202
n Val
.045
Lengths: Left Channel
20
20
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -280.0
INPUT
Description: PK 0+280
Station Elevation Data
Sta
Elev
Sta
-60.03
202 -57.93
-34.35
198.2
-23.6
2.88
195.5
3.81
8.6
192.4
19.57
39.56
194.5
42.27
52.11
197
54.2
59.97
198.9
67.27
num=
Elev
200
198
195
192.4
195
197.5
198.9
34
Sta
-43.25
0
4.75
32.8
45.09
56.3
80.49
Manning's n Values
Sta
n Val
-60.03
.045
num=
n Val
.035
3
Sta
34.82
Bank Sta: Left
6.5
53.29
57.47
78.81
196.5
198.84
202
54.52
57.77
197
198.84
Sta
7.95
num=
n Val
.035
3
Sta
32.74
n Val
.045
55.91
57.77
197.5
198.54
57.17
64.17
198
198.54
RS: -260.0
INPUT
Description: PK 0+260
Station Elevation Data
Sta
Elev
Sta
-71.68
202 -57.55
1.81
196
2.55
5.87
193.5
8
35.93
194
39.83
52.6
196.5
53.54
58.49
199
59.81
Bank Sta: Left
5.87
196
198.5
200
Sta
6.5
Right
34.82
Elev
198.5
197
194.5
192.4
195.5
198
200
Sta
-43.25
.79
5.7
34.82
47.94
57
87.09
Elev
202
196.5
194
193.5
196
198.5
202
Sta
-34.35
1.97
6.5
36.91
50.03
58.46
Elev
202
196
193.5
194
196.5
198.9
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -300.0
INPUT
Description: PK 0+300
Station Elevation Data
Sta
Elev
Sta
-56.47
202 -55.77
-34.26
198.5 -24.13
.92
196.5
2.27
5.1
194
7.95
32.74
193.5
35.41
num=
Elev
200
198
196
193.5
194
Addenda. Càlculs hydraulics
37
Sta
-42.56
-21.83
2.96
10
39.57
Elev
198.6
197.5
195.5
192.3
194.5
Sta
-42.56
-9.4
3.66
20.94
43.73
Elev
202
197.3
195
192.3
195
Right
32.74
Sta
-34.26
0
4.38
30
47.87
Elev
202
197
194.5
192.3
195.5
Lengths: Left Channel
20
20
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -320.0
INPUT
Description: PK 0+320
Station Elevation Data
Sta
Elev
Sta
-20.24
202 -19.64
24.86
197
25.86
29.45
194.5
29.98
58
192.2
60.25
75.16
195.5
80.45
84.19
198
84.33
91.11 198.35 101.27
num=
Elev
200
196.5
194
193.5
196
198.5
200
33
Sta
0
27.89
31.04
64.31
81.94
84.41
106.87
Elev
197.5
196
193.5
194
196.5
198.7
202
Manning's n Values
Sta
n Val
Sta
-20.24
.045
31.04
num=
n Val
.035
3
Sta
60.25
n Val
.045
Bank Sta: Left
31.04
Lengths: Left Channel
20
20
Right
60.25
Sta
3.46
28.4
33
67.93
83.02
84.71
Right
20
Elev
197.5
195.5
192.2
194.5
197
198.7
Sta
16.76
28.92
48.34
71.54
83.52
84.71
Coeff Contr.
.1
Elev
197.4
195
192.2
195
197.5
198.35
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
n Val
.045
Lengths: Left Channel
20
20
Bank Sta: Left
7.95
RS: -340.0
INPUT
Description: PK 0+340
Station Elevation Data
Sta
Elev
Sta
-38.89
202 -35.69
0
197.5
8.7
11.8
195
12.27
17
192.1
33.12
47.06
194
51.52
67.76
196.5
68.36
69.79 198.56
70.09
95.04
202
num=
Elev
200
197
194.5
192.1
194.5
197
198.56
36
Sta
-15.47
9.75
12.75
36
57.78
68.94
70.09
Elev
198
196.5
194
192.1
195
197.5
198.3
Manning's n Values
Sta
n Val
Sta
-38.89
.045
15.16
num=
n Val
.035
3
Sta
37.88
n Val
.045
Bank Sta: Left
15.16
Lengths: Left Channel
20
20
CROSS SECTION
Right
37.88
Sta
-13.5
10.86
13.55
37.88
62.49
69.51
76.49
Right
20
Elev
197.6
196
193.5
193
195.5
198
198.3
Sta
-.6
11.34
15.16
43.29
67.15
69.76
89.87
Coeff Contr.
.1
Elev
197.6
195.5
193
193.5
196
198.5
200
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
51.02
78.16
78.98
RIVER: RIU
REACH: CARDENER
194
196.5
198.26
57.96
78.34
78.98
194.5
197
197.9
64.76
78.51
85.38
195
197.5
197.9
Manning's n Values
Sta
n Val
Sta
-22.65
.065
19.71
num=
n Val
.035
3
Sta
38.39
n Val
.065
Bank Sta: Left
19.71
Lengths: Left Channel
20
20
71.49
78.68
93.61
195.5
198
200
77.97
78.68
96.38
196
198.26
202
RS: -360.0
INPUT
Description: PK 0+360
Station Elevation Data
Sta
Elev
Sta
-20.1
202
-16.9
15.14
197
15.86
18.27
194.5
18.79
39.58 192.05
43.5
59.15
194.5
64.48
76.02
197
76.47
77.48
198
83.88
num=
Elev
200
196.5
194
192.05
195
197.5
198
34
Sta
-14.9
16.75
19.52
45.3
69.78
76.91
100.88
Elev
198.1
196
193.5
193
195.5
198
200
Manning's n Values
Sta
n Val
Sta
-20.1
.045
20.15
num=
n Val
.035
3
Sta
45.3
n Val
.045
Bank Sta: Left
20.15
Lengths: Left Channel
20
20
Right
45.3
Sta
0
17.26
20.15
48.76
75.09
77.18
102.08
Right
20
Elev
198
195.5
193
193.5
196
198.37
202
Sta
13.7
17.77
22.15
53.82
75.56
77.48
Coeff Contr.
.1
Elev
197.5
195
192.05
194
196.5
198.37
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Right
38.39
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -420.0
INPUT
Description: PK 0+420
Station Elevation Data
Sta
Elev
Sta
0
200
7.99
24.83
197.5
26.53
31
195
31.56
36.6
191.9
51.21
66.98
194.5
75.25
92.16
197
92.45
93.05
197.9
99.45
num=
Elev
199.5
197
194.5
191.9
195
197.5
197.9
33
Sta
20.3
28.22
32.13
53.85
83.57
92.75
108.95
Elev
199
196.5
194
193
195.5
198
200
Manning's n Values
Sta
n Val
Sta
0
.065
34.06
num=
n Val
.035
3
Sta
53.85
n Val
.065
Bank Sta: Left
34.06
Lengths: Left Channel
20
20
Sta
21.66
29.87
33.12
56.73
91.6
92.75
Elev
198.5
196
193.5
193.5
196
198.19
Sta
22.79
30.43
34.06
58.72
91.88
93.05
Elev
198
195.5
193
194
196.5
198.19
RS: -380.0
INPUT
Description: PK 0+380
Station Elevation Data
Sta
Elev
Sta
-11.44
202
-5.97
16.63
198
20.41
25.66
195.5
26.32
28.84
193
30.9
62.49
194
68.51
86.72
196.5
86.87
87.46 198.35
87.46
num=
Elev
200
197.5
195
192
194.5
197
197.65
35
Sta
-4.97
22.67
26.99
48.06
74.49
87.02
93.86
Elev
198.8
197
194.5
192
195
197.5
197.65
Manning's n Values
Sta
n Val
Sta
-11.44
.065
28.84
num=
n Val
.035
3
Sta
50.8
n Val
.065
Bank Sta: Left
28.84
Lengths: Left Channel
20
20
Right
50.8
Sta
0
24.44
27.66
50.8
80.48
87.16
110.13
Right
20
Elev
198.5
196.5
194
193
195.5
198
200
Sta
11.03
25
28.29
59.63
86.56
87.16
111.81
Coeff Contr.
.1
Elev
198.2
196
193.5
193.5
196
198.35
202
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 0+400
Station Elevation Data
Sta
Elev
Sta
-22.65
202 -20.95
14.65
197.5
15.41
17.71
195
18.11
22 191.95
36
Addenda. Càlculs hydraulics
Right
53.85
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -440.0
INPUT
Description: PK 0+440
Station Elevation Data
Sta
Elev
Sta
0
200
11.56
19.03
197.5
21.03
25.47
195
25.68
30.5 191.85
46.99
53.03
194
61.58
87.22
196.5
87.44
87.86
197.8
94.26
num=
Elev
199.5
197
194.5
191.85
194.5
197
197.8
33
Sta
12.84
23.03
25.9
49
70.11
87.56
103.76
Elev
199
196.5
194
191.85
195
197.5
200
Manning's n Values
Sta
n Val
0
.065
num=
n Val
.035
3
Sta
53.03
n Val
.065
Sta
15.44
25.01
26.96
51.65
78.66
87.56
Elev
198.5
196
193.5
193
195.5
198.04
Sta
17.03
25.25
27.91
52.6
87.07
87.86
Elev
198
195.5
193
193.5
196
198.04
RS: -400.0
num=
Elev
200
197
194.5
191.95
35
Sta
0
16.15
18.52
38.39
Elev
199
196.5
194
193
Sta
8.25
16.89
19.41
39.28
Elev
198.5
196
193.5
193
Sta
13.87
17.3
19.71
46.52
Elev
198
195.5
193
193.5
Bank Sta: Left
25.9
CROSS SECTION
Sta
25.9
Right
53.03
Lengths: Left Channel
20
20
Right
20
Coeff Contr.
.1
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
78.18
80.33
RIVER: RIU
REACH: CARDENER
79.55
80.63
196
197.67
79.69
80.63
196.5
197.4
Sta
21.6
num=
n Val
.035
3
Sta
48.56
n Val
.065
79.8
87.03
197
197.4
79.91
92
197.5
200
RS: -460.0
Manning's n Values
Sta
n Val
0
.065
INPUT
Description: PK 0+460
Station Elevation Data
Sta
Elev
Sta
0
200
1.68
8.47
197.5
9.57
11.76
195
11.83
16.27
191.8
34.45
44.59
194
54.78
74.48
196.5
74.58
75.32 197.67
81.72
num=
Elev
199.5
197
194.5
191.8
194.5
197
197.67
33
Sta
3.49
10.61
11.91
39.9
62.02
74.95
89.92
Elev
199
196.5
194
191.8
195
197.5
200
Manning's n Values
Sta
n Val
Sta
0
.065
11.91
num=
n Val
.035
3
Sta
44.59
n Val
.065
Bank Sta: Left
11.91
Lengths: Left Channel
20
20
Right
44.59
Sta
5.27
11.64
12.75
42.74
67.47
75.02
Right
20
Elev
198.5
196
193.5
193
195.5
197.92
Sta
7.24
11.7
13.47
43.96
74.25
75.32
Coeff Contr.
.1
Elev
198
195.5
193
193.5
196
197.92
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Bank Sta: Left
21.6
Right
48.56
Lengths: Left Channel
20
20
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -520.0
INPUT
Description: PK 0+520
Station Elevation Data
Sta
Elev
Sta
0
201.5
1.88
10.24
199
11.5
16.91
196.5
18.26
24.55
194
25.37
47.52 191.65
50.82
80.63
195
81.34
82.31 197.47
82.61
num=
Elev
201
198.5
196
193.5
193
195.5
197.47
35
Sta
5.21
12.77
19.85
26.33
52.08
81.67
82.61
Elev
200.5
198
195.5
193
193.5
196
197.25
Manning's n Values
Sta
n Val
Sta
0
.065
25.37
num=
n Val
.035
3
Sta
52.08
n Val
.065
Bank Sta: Left
25.37
Lengths: Left Channel
20
20
Sta
7.72
14.17
21.43
29.73
63.55
81.96
89.01
Elev
200
197.5
195
191.65
194
196.5
197.25
Sta
8.97
15.56
22.99
39.79
78.25
82.12
91.79
Elev
199.5
197
194.5
191.65
194.5
197
200
RS: -480.0
INPUT
Description: PK 0+480
Station Elevation Data
Sta
Elev
Sta
0
200.5
1.54
4.14
198
6.52
13.35
195.5
13.55
14.82
193
17.82
43.12
193.5
53.51
75.78
196
75.89
76.5 197.87
76.5
num=
Elev
200
197.5
195
191.75
194
196.5
197.5
34
Sta
2.21
8.78
13.75
35.26
64.19
76.06
82.9
Elev
199.5
197
194.5
191.75
194.5
197
197.5
Manning's n Values
Sta
n Val
0
.065
num=
n Val
.035
3
Sta
43.12
n Val
.065
Bank Sta: Left
14.2
195.5
197.67
Sta
14.2
Right
43.12
Lengths: Left Channel
20
20
Sta
2.86
10.96
13.95
37.92
69.88
76.2
90.9
Right
20
Elev
199
196.5
194
191.75
195
197.5
200
Sta
3.5
13.14
14.2
40.92
72.25
76.2
Coeff Contr.
.1
Elev
198.5
196
193.5
193
195.5
197.87
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 0+500
Station Elevation Data
Sta
Elev
Sta
0
201
2.33
6.52
198.5
7.42
18.54
196
19.27
21.6
193.5
23.32
45.42
193
48.56
Addenda. Càlculs hydraulics
Right
52.08
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -540.0
INPUT
Description: PK 0+540
Station Elevation Data
Sta
Elev
Sta
0
202
1.07
9.39
199.5
10.5
15.82
197
17.36
23.69
194.5
25.08
41.13
191.6
55.66
81.26
194.5
82.68
84.18 197.34
84.48
num=
Elev
201.5
199
196.5
194
191.6
195
197.34
35
Sta
2.11
11.61
18.9
25.23
58.46
83.3
84.48
Elev
201
198.5
196
193.5
193
195.5
197.1
Manning's n Values
Sta
n Val
Sta
0
.065
25.23
num=
n Val
.035
3
Sta
58.89
n Val
.065
Bank Sta: Left
25.23
Lengths: Left Channel
20
20
Sta
5.69
12.73
20.5
25.65
58.89
83.64
90.88
Elev
200.5
198
195.5
193
193.5
196
197.1
Sta
8.24
14.28
22.1
28.45
66.38
84.1
96.58
Elev
200
197.5
195
191.6
194
196.5
200
RS: -500.0
num=
Elev
200.5
198
195.5
193
193.5
35
Sta
3.83
10.17
20.01
26.52
61.41
Elev
200
197.5
195
191.7
194
Sta
4.73
12.96
20.74
38.14
74.24
Elev
199.5
197
194.5
191.7
194.5
Sta
5.62
15.75
21.43
42.22
76.92
Elev
199
196.5
194
191.7
195
CROSS SECTION
Right
58.89
Right
20
Coeff Contr.
.1
Expan.
.3
Ajuntament de Manresa
RIVER: RIU
REACH: CARDENER
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
34.08
75.09
87.08
94.26
RS: -560.0
INPUT
Description: PK 0+560
Station Elevation Data
Sta
Elev
Sta
0
202.5
8.85
10.31
200
10.73
12.67
197.5
18.72
27.43
195
28.45
33.8 191.55
46.43
80.54
194
88.24
90.29
196.5
90.29
114.56
200
num=
Elev
202
199.5
197
194.5
191.55
194.5
197.21
36
Sta
9.21
11.16
22.1
29.47
60.73
88.73
90.59
Manning's n Values
Sta
n Val
Sta
0
.065
29.47
num=
n Val
.035
3
Sta
88.24
Bank Sta: Left
29.47
Lengths: Left Channel
20
20
Right
88.24
Elev
201.5
199
196.5
194
191.55
195
197.21
Sta
9.57
11.58
25.4
29.91
63.83
89.27
90.59
Elev
201
198.5
196
193.5
193
195.5
197
Sta
9.94
12.01
26.41
30.72
64.24
89.71
97.06
Elev
200.5
198
195.5
193
193.5
196
197
n Val
.065
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -580.0
INPUT
Description: PK 0+580
Station Elevation Data
Sta
Elev
Sta
0
203
4.63
8.2
200.5
8.67
11.84
198
13.32
22.47
195.5
23.27
27.25
193
30.25
60.38
193.5
86.1
87.33
196
87.75
94.35
196.8 101.15
num=
Elev
202.5
200
197.5
195
191.5
194
196.5
200
37
Sta
6.82
9.44
13.79
24.09
43.01
86.4
87.75
Manning's n Values
Sta
n Val
Sta
0
.065
25.71
num=
n Val
.035
3
Sta
86.1
Bank Sta: Left
25.71
Lengths: Left Channel
20
20
Right
86.1
Elev
202
199.5
197
194.5
191.5
194.5
197
Sta
7.28
10.24
14.1
25.06
56.85
86.69
87.95
Elev
201.5
199
196.5
194
191.5
195
197
Sta
7.74
11.04
21.67
25.71
59.85
86.99
87.95
Elev
201
198.5
196
193.5
193
195.5
196.8
n Val
.065
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -600.0
INPUT
Description: PK 0+600
Station Elevation Data
Sta
Elev
Sta
0
203
2.12
7.59
200.5
8.53
12
198
13.19
23.16
195.5
26.02
num=
Elev
202.5
200
197.5
195
Addenda. Càlculs hydraulics
37
Sta
4.78
9.39
13.5
28.88
Elev
202
199.5
197
194.5
Sta
5.72
10.26
13.7
32.25
Elev
201.5
199
196.5
194
Sta
6.65
11.13
20.22
33.36
Elev
201
198.5
196
193.5
193
193.5
196
196.7
37.18
85.61
87.56
101.06
191.45
194
196.5
200
42.32
85.91
87.56
191.45
194.5
196.87
Manning's n Values
Sta
n Val
Sta
0
.065
33.36
num=
n Val
.035
3
Sta
85.61
n Val
.065
Bank Sta: Left
33.36
Lengths: Left Channel
20
20
Right
85.61
57.93
86.16
87.86
Right
20
191.45
195
196.87
61.07
86.62
87.86
Coeff Contr.
.1
193
195.5
196.7
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -620.0
INPUT
Description: PK 0+620
Station Elevation Data
Sta
Elev
Sta
0
204
2.5
7.97
201.5
8.95
12.84
199
13.81
17.07
196.5
22.15
33.32
194
34.66
63.23
191.4
66.43
88.63
195
89.24
90.35 196.74
90.35
num=
Elev
203.5
201
198.5
196
193.5
193
195.5
196.6
39
Sta
4.36
9.93
14.78
24.91
36.2
78.01
89.61
96.75
Elev
203
200.5
198
195.5
193
193.5
196
196.6
Manning's n Values
Sta
n Val
0
.065
num=
n Val
.035
3
Sta
66.43
n Val
.065
Bank Sta: Left
36.2
Sta
36.2
Right
66.43
Lengths: Left Channel
20
20
Sta
5.8
10.91
15.4
27.67
39.4
80.71
90.05
103.25
Right
20
Elev
202.5
200
197.5
195
191.4
194
196.5
200
Sta
6.99
11.88
16.52
30.49
44.52
83.02
90.05
Coeff Contr.
.1
Elev
202
199.5
197
194.5
191.4
194.5
196.74
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -640.0
INPUT
Description: PK 0+640
Station Elevation Data
Sta
Elev
Sta
0
204.5
6.6
8.94
202
9.88
13.7
199.5
14.7
19.61
197
20.37
32.91
194.5
35.92
46.29 191.35
68.21
86.01
194.5
89.35
92.2 196.56
92.5
num=
Elev
204
201.5
199
196.5
194
191.35
195
196.56
39
Sta
7.19
10.82
15.7
23.92
36.9
71.51
91.43
98.9
Elev
203.5
201
198.5
196
193.5
193
195.5
196.56
Manning's n Values
Sta
n Val
Sta
0
.065
38.89
num=
n Val
.035
3
Sta
71.51
n Val
.065
Bank Sta: Left
38.89
Lengths: Left Channel
20
20
Right
71.51
Sta
7.78
11.76
16.69
26.9
38.89
82.24
91.74
109.53
Right
20
Elev
203
200.5
198
195.5
193
193.5
196
200
Sta
8.37
12.71
18.51
29.9
42.19
84.13
92.13
Coeff Contr.
.1
Elev
202.5
200
197.5
195
191.35
194
196.5
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
0
4.95
9.41
15.25
18.93
34.64
48.11
86.83
101.22
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -660.0
INPUT
Description: PK 0+660
Station Elevation Data
Sta
Elev
Sta
0
205
3.78
6.33
202.5
6.58
9.05
200
10.18
15.38
197.5
16.47
25.93
195
28.48
43.47
192.3
46.87
82.54
194
83.32
89.87
196.5
90.87
num=
Elev
204.5
202
199.5
197
194.5
191.3
194.5
196.54
39
Sta
5.74
7.17
11.31
17.05
31.27
69.06
84.11
96.87
Elev
204
201.5
199
196.5
194
191.3
195
196.54
Manning's n Values
Sta
n Val
Sta
0
.065
41.15
num=
n Val
.035
3
Sta
72.46
n Val
.065
Bank Sta: Left
41.15
Lengths: Left Channel
20
20
Right
72.46
Sta
5.93
7.78
12.44
20.86
39.77
72.46
84.9
109.19
Right
20
Elev
203.5
201
198.5
196
193.5
193
195.5
200
Sta
6.12
8.42
13.55
23.39
41.15
81.17
85.69
Coeff Contr.
.1
Elev
203
200.5
198
195.5
193
193.5
196
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -680.0
INPUT
Description: PK 0+680
Station Elevation Data
Sta
Elev
Sta
0
206
.8
2.85
203.5
3.12
5.23
201
6.01
10.03
198.5
11.1
18.21
196
23.09
39.96
193.5
40.87
71.68
193
79.57
83.62
195.5
84.7
num=
Elev
205.5
203
200.5
198
195.5
193.25
193.5
196
40
Sta
1.41
3.39
6.81
12.09
27.48
41.8
80.59
87.92
Elev
205
202.5
200
197.5
195
193
194
196.5
Manning's n Values
Sta
n Val
0
.065
num=
n Val
.035
3
Sta
71.68
n Val
.065
Bank Sta: Left
41.8
Sta
41.8
Right
71.68
Lengths: Left Channel
20
20
Sta
1.99
3.66
7.88
12.95
32.59
45.3
81.6
94.71
Right
20
Elev
204.5
202
199.5
197
194.5
191.25
194.5
196.5
Sta
2.58
4.44
8.95
13.79
38.64
68.18
82.61
106.21
Coeff Contr.
.1
Elev
204
201.5
199
196.5
194
191.25
195
200
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -700.0
INPUT
Description: PK 0+700
Station Elevation Data
Sta
Elev
Sta
num=
Elev
Addenda. Càlculs hydraulics
42
Sta
Elev
Sta
Elev
Sta
Elev
207
204.5
202
199.5
197
194.5
191.2
194.5
196.1
1.78
5.62
10.56
16.11
19.22
38.29
74.58
88.48
103.62
206.5
204
201.5
199
196.5
194
191.2
195
200
2.92
6.56
11.74
16.97
24.05
40.63
78.18
90.12
206
203.5
201
198.5
196
193.5
193
195.5
Manning's n Values
Sta
n Val
Sta
0
.065
44.51
num=
n Val
.035
3
Sta
78.18
n Val
.065
Bank Sta: Left
44.51
Lengths: Left Channel
20
20
Right
78.18
3.61
7.51
13.01
17.83
27.4
43.18
84.25
91.77
Right
20
205.5
203
200.5
198
195.5
193
193.5
196
4.29
8.45
14.3
18.35
31
44.51
85.2
94.02
Coeff Contr.
.1
205
202.5
200
197.5
195
193
194
196.2
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -720.0
INPUT
Description: PK 0+720
Station Elevation Data
Sta
Elev
Sta
0
208
.45
2.92
205.5
4.19
8.57
203
9.6
13.25
200.5
14.09
16.83
198
17.48
24.38
195.5
25.51
29.12
193
29.82
78.26
193
89.12
92.86
195.5 108.07
num=
Elev
207.5
205
202.5
200
197.5
195
192.5
193.5
196
44
Sta
.9
5.4
10.66
14.78
18.09
26.64
36.11
90.39
115.87
Elev
207
204.5
202
199.5
197
194.5
192.5
194
196
Manning's n Values
Sta
n Val
Sta
0
.065
29.12
num=
n Val
.035
3
Sta
89.12
n Val
.065
Bank Sta: Left
29.12
Lengths: Left Channel
19
19
Right
89.12
Sta
1.33
6.61
11.53
15.46
18.5
27.76
45.01
91.31
118.09
Right
19
Elev
206.5
204
201.5
199
196.5
194
191.15
194.5
200
Sta
1.75
7.58
12.4
16.15
23.24
28.42
72
92.02
Coeff Contr.
.1
Elev
206
203.5
201
198.5
196
193.5
191.15
195
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -739
INPUT
Description: PK 0+739 R
Station Elevation Data
Sta
Elev
Sta
0
209
.68
3.26
206.5
3.98
7.89
204
8.66
11.96
201.5
12.96
15.98
199
16.49
25.83
196.5
26.23
28.39
194
29.27
33.9
191.5
35.53
76.22
192.5
79.89
num=
Elev
208.5
206
203.5
201
198.5
196
193.5
191.1
193
50
Sta
1.17
5.01
9.43
13.96
17.01
26.76
30.16
75.07
91.16
Elev
208
205.5
203
200.5
198
195.5
193
191.1
193.5
Sta
1.83
5.99
10.19
14.96
18.17
27.29
31.04
75.39
94.13
Elev
207.5
205
202.5
200
197.5
195
192.5
191.5
194
Sta
2.54
6.94
10.96
15.47
19.04
27.84
31.91
75.93
94.67
Elev
207
204.5
202
199.5
197
194.5
192
192
194.5
Ajuntament de Manresa
95.58
195
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
99.15
195.5
115.14
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
3
Sta
79.89
n Val
.065
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
122.94
196
125.16
200
Right
.25
Coeff Contr.
.1
Expan.
.3
RS: -739.25*
INPUT
Description:
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
209
.68
208.5
3.26
206.5
3.98
206
7.89
204
8.66
203.5
11.96
201.5
12.96
201
15.98
199
16.49
198.5
25.83
196.5
26.23
196
28.39
194
29.27
193.5
33.118 191.797 34.408 191.463
76.439 192.539
79.89
193
95.58
195
99.15
195.5
50
Sta
Elev
1.17
208
5.01
205.5
9.43
203
13.96
200.5
17.01
198
26.76
195.5
30.16
193
75.357 191.463
91.16
193.5
115.14
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
3
Sta
79.89
Sta
Elev
1.83
207.5
5.99
205
10.19
202.5
14.96
200
18.17
197.5
27.29
195
30.856 192.607
75.658 191.77
94.13
194
122.94
196
Sta
Elev
2.54
207
6.94
204.5
10.96
202
15.47
199.5
19.04
197
27.84
194.5
31.544 192.213
76.166 192.158
94.67
194.5
125.16
200
50
Sta
Elev
1.17
208
5.01
205.5
9.43
203
13.96
200.5
17.01
198
26.76
195.5
30.16
193
75.645 191.825
91.16
193.5
115.14
196
RIVER: RIU
REACH: CARDENER
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
Bank Sta: Left
Lengths: Left Channel
Right
Addenda. Càlculs hydraulics
.25
.1
.3
RS: -739.75*
INPUT
Description:
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
209
.68
208.5
3.26
206.5
3.98
206
7.89
204
8.66
203.5
11.96
201.5
12.96
201
15.98
199
16.49
198.5
25.83
196.5
26.23
196
28.39
194
29.27
193.5
31.555 192.39 32.162 192.188
76.877 192.618
79.89
193
95.58
195
99.15
195.5
50
Sta
Elev
1.17
208
5.01
205.5
9.43
203
13.96
200.5
17.01
198
26.76
195.5
30.16
193
75.933 192.188
91.16
193.5
115.14
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
3
Sta
79.89
Right
.25
Coeff Contr.
.1
Expan.
.3
Sta
1.83
5.99
10.19
14.96
18.17
27.29
30.488
76.195
94.13
122.94
Elev
207.5
205
202.5
200
197.5
195
192.82
192.31
194
196
Sta
Elev
2.54
207
6.94
204.5
10.96
202
15.47
199.5
19.04
197
27.84
194.5
30.813 192.64
76.639 192.473
94.67
194.5
125.16
200
n Val
.065
Sta
Elev
1.83
207.5
5.99
205
10.19
202.5
14.96
200
18.17
197.5
27.29
195
30.672 192.713
75.927 192.04
94.13
194
122.94
196
Sta
Elev
2.54
207
6.94
204.5
10.96
202
15.47
199.5
19.04
197
27.84
194.5
31.178 192.427
76.402 192.315
94.67
194.5
125.16
200
RIVER: RIU
REACH: CARDENER
RS: -740.0
INPUT
Description: PK 0+740 R
Station Elevation Data
Sta
Elev
Sta
0
209
.68
3.26
206.5
3.98
7.89
204
8.66
11.96
201.5
12.96
15.98
199
16.49
25.83
196.5
26.23
28.39
194
29.27
79.89
193
91.16
99.15
195.5 115.14
num=
Elev
208.5
206
203.5
201
198.5
196
193.5
193.5
196
44
Sta
1.17
5.01
9.43
13.96
17.01
26.76
30.16
94.13
122.94
Elev
208
205.5
203
200.5
198
195.5
193
194
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
3
Sta
79.89
n Val
.065
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
CROSS SECTION
3
Sta
79.89
.25
Right
.25
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RS: -739.5*
INPUT
Description:
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
209
.68
208.5
3.26
206.5
3.98
206
7.89
204
8.66
203.5
11.96
201.5
12.96
201
15.98
199
16.49
198.5
25.83
196.5
26.23
196
28.39
194
29.27
193.5
32.336 192.093 33.285 191.825
76.658 192.579
79.89
193
95.58
195
99.15
195.5
.25
n Val
.065
CROSS SECTION
RIVER: RIU
REACH: CARDENER
79.89
CROSS SECTION
CROSS SECTION
RIVER: RIU
REACH: CARDENER
30.16
n Val
.065
RIVER: RIU
REACH: CARDENER
Right
Coeff Contr.
Expan.
RS: -740.25*
Sta
1.83
5.99
10.19
14.96
18.17
27.29
31.04
94.67
125.16
Right
.25
Elev
207.5
205
202.5
200
197.5
195
192.55
194.5
200
Sta
2.54
6.94
10.96
15.47
19.04
27.84
76.22
95.58
Coeff Contr.
.1
Elev
207
204.5
202
199.5
197
194.5
192.55
195
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
209
.68
3.26
206.5
3.98
7.89
204
8.66
11.96
201.5
12.96
15.98
199
16.49
25.83
196.5
26.23
28.39
194
29.27
79.89
193
91.16
99.15
195.5 115.14
num=
Elev
208.5
206
203.5
201
198.5
196
193.5
193.5
196
44
Sta
1.17
5.01
9.43
13.96
17.01
26.76
30.16
94.13
122.94
Elev
208
205.5
203
200.5
198
195.5
193
194
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
3
Sta
79.89
n Val
.065
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
Sta
1.83
5.99
10.19
14.96
18.17
27.29
31.04
94.67
125.16
Right
.25
Elev
207.5
205
202.5
200
197.5
195
192.55
194.5
200
Sta
2.54
6.94
10.96
15.47
19.04
27.84
76.22
95.58
Elev
207
204.5
202
199.5
197
194.5
192.55
195
RS: -740.5*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
209
.68
3.26
206.5
3.98
7.89
204
8.66
11.96
201.5
12.96
15.98
199
16.49
25.83
196.5
26.23
28.39
194
29.27
79.89
193
91.16
99.15
195.5 115.14
num=
Elev
208.5
206
203.5
201
198.5
196
193.5
193.5
196
44
Sta
1.17
5.01
9.43
13.96
17.01
26.76
30.16
94.13
122.94
Elev
208
205.5
203
200.5
198
195.5
193
194
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
3
Sta
79.89
n Val
.065
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
Sta
1.83
5.99
10.19
14.96
18.17
27.29
31.04
94.67
125.16
Coeff Contr.
.1
Elev
207.5
205
202.5
200
197.5
195
192.55
194.5
200
Expan.
.3
Sta
2.54
6.94
10.96
15.47
19.04
27.84
76.22
95.58
Elev
207
204.5
202
199.5
197
194.5
192.55
195
RS: -740.75*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
209
.68
3.26
206.5
3.98
7.89
204
8.66
11.96
201.5
12.96
15.98
199
16.49
num=
Elev
208.5
206
203.5
201
198.5
Addenda. Càlculs hydraulics
44
Sta
1.17
5.01
9.43
13.96
17.01
Elev
208
205.5
203
200.5
198
26.23
29.27
91.16
115.14
196
193.5
193.5
196
26.76
30.16
94.13
122.94
195.5
193
194
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
3
Sta
79.89
n Val
.065
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
RIVER: RIU
REACH: CARDENER
RS: -741
INPUT
Description: PK 0+741 R
Station Elevation Data
Sta
Elev
Sta
0
209
.68
3.26
206.5
3.98
7.89
204
8.66
11.96
201.5
12.96
15.98
199
16.49
25.83
196.5
26.23
28.39
194
29.27
79.89
193
91.16
99.15
195.5 115.14
num=
Elev
208.5
206
203.5
201
198.5
196
193.5
193.5
196
44
Sta
1.17
5.01
9.43
13.96
17.01
26.76
30.16
94.13
122.94
Elev
208
205.5
203
200.5
198
195.5
193
194
196
Manning's n Values
Sta
n Val
Sta
0
.065
30.16
num=
n Val
.035
3
Sta
79.89
n Val
.065
Bank Sta: Left
30.16
Lengths: Left Channel
.25
.25
Right
79.89
RIVER: RIU
REACH: CARDENER
Right
.25
Sta
1.83
5.99
10.19
14.96
18.17
Coeff Contr.
.1
Elev
207.5
205
202.5
200
197.5
27.29
31.04
94.67
125.16
Right
.25
195
192.55
194.5
200
27.84
76.22
95.58
Coeff Contr.
.1
194.5
192.55
195
Expan.
.3
Sta
1.83
5.99
10.19
14.96
18.17
27.29
31.04
94.67
125.16
Right
.25
Elev
207.5
205
202.5
200
197.5
195
192.55
194.5
200
Sta
2.54
6.94
10.96
15.47
19.04
27.84
76.22
95.58
Coeff Contr.
.1
Elev
207
204.5
202
199.5
197
194.5
192.55
195
Expan.
.3
CROSS SECTION
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
196.5
194
193
195.5
CROSS SECTION
CROSS SECTION
RIVER: RIU
REACH: CARDENER
25.83
28.39
79.89
99.15
Sta
2.54
6.94
10.96
15.47
19.04
Elev
207
204.5
202
199.5
197
INPUT
Description:
Station Elevation
Sta
Elev
0
209
1.791 207.529
3.284 206.483
5.863 205.065
7.948 203.963
9.973 202.643
12.047 201.456
14.642 200.159
16.097 198.886
17.784 197.667
25.672 196.394
26.955 195.318
28.597 193.882
30.655 192.721
RS: -741.25*
Data
Sta
.666
1.843
3.895
6.034
8.476
10.264
12.684
15.069
16.139
18.303
26.018
27.248
28.648
31.282
num=
Elev
208.511
207.491
206.059
204.977
203.62
202.452
201.138
199.893
198.844
197.424
196.292
195.044
193.854
192.529
93
Sta
.685
2.486
4.009
6.792
8.723
10.727
13.055
15.141
16.61
18.635
26.191
27.489
29.484
31.797
Elev
208.495
207.038
205.986
204.578
203.459
202.151
200.953
199.822
198.384
197.233
196.089
194.819
193.38
192.35
Sta
1.145
2.559
4.903
6.991
9.229
11.04
13.663
15.583
16.648
19.179
26.421
27.786
29.519
32.926
Elev
208.025
206.987
205.552
204.473
203.13
201.96
200.648
199.389
198.348
196.99
195.819
194.549
193.36
192.105
Sta
1.179
3.191
5.047
7.722
9.499
11.706
14.062
15.64
17.134
25.281
26.71
28.043
30.38
33.558
Elev
207.994
206.548
205.481
204.088
202.955
201.627
200.449
199.333
197.947
196.54
195.547
194.338
192.875
191.812
Ajuntament de Manresa
41.222
78.647
93.501
97.244
122.895
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
191.812 45.101
192.719 78.973
193.894 94.052
195.233 98.623
196 123.065
191.812 75.433 191.812
77.68
192.875 82.436 193.113 90.471
194.294
94.98 194.71 95.875
195.426 100.613 195.546 114.937
196.225 125.16
200
Manning's n Values
Sta
n Val
Sta
0
.065
30.38
num=
n Val
.035
Bank Sta: Left
30.38
Lengths: Left Channel
.25
.25
Right
78.973
3
Sta
78.973
192.377
78.04 192.536
193.469 93.072 193.822
194.842 96.385 195.02
195.994 115.704
196
n Val
.065
Right
.25
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -741.5*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
209
.67
1.804 207.52
1.857
3.308 206.467
3.924
5.905 205.043
6.077
8.005 203.925
8.537
10.046 202.595 10.339
12.134 201.413 12.776
14.748 200.106 15.178
16.213 198.771 16.256
17.912 197.611 18.435
25.858 196.263 26.207
27.15 195.136 27.445
28.804 193.765 28.855
31.073 192.481 32.155
43.135 191.075 46.707
77.741 192.479 78.055
92.872 193.788 93.434
96.689 195.155 98.096
122.85
196 123.023
Manning's n Values
Sta
n Val
0
.065
Bank Sta: Left
30.6
Sta
30.6
Right
78.055
num=
93
Elev
Sta
208.507
.69
207.481
2.504
206.039
4.038
204.954
6.842
203.58
8.786
202.403 10.805
201.092 13.149
199.786 15.251
198.729 16.731
197.348
18.77
196.083 26.381
194.863 27.688
193.736 29.697
192.186 33.041
191.075 74.645
192.75 81.587
194.087 94.381
195.352 100.125
196.15 125.16
num=
n Val
.035
3
Sta
78.055
Elev
Sta
208.49
1.153
207.025
2.577
205.972
4.939
204.552
7.041
203.418
9.296
202.101
11.12
200.905 13.762
199.715 15.696
198.269 16.769
197.155 19.318
195.893 26.613
194.638 27.988
193.26 29.732
191.9 34.988
191.075
76.81
193.075 89.782
194.42 95.293
195.53 114.734
200
Elev
Sta
208.017
1.187
206.974
3.214
205.534
5.083
204.447
7.778
203.087
9.568
201.92
11.79
200.599 14.164
199.279 15.753
198.232 17.258
196.98 25.464
195.639 26.903
194.366 28.246
193.24
30.6
191.57 36.075
191.918 77.156
193.439 92.435
194.561 95.813
195.987 115.516
Elev
207.987
206.532
205.463
204.059
202.909
201.585
200.398
199.222
197.893
196.527
195.365
194.175
192.75
191.075
192.191
193.715
194.846
196
n Val
.065
Lengths: Left Channel
.25
.25
Right
.25
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
205.022
6.121
203.888
8.599
202.548 10.413
201.369 12.868
200.053 15.287
198.657 16.373
197.556 18.568
196.131 26.395
194.954 27.643
193.647 29.063
192.24 33.027
190.338 48.314
192.24 77.137
193.682 92.816
195.078 97.569
196 122.982
204.931
203.54
202.355
201.046
199.679
198.615
197.271
195.875
194.681
193.618
191.843
190.338
192.625
193.881
195.279
196.075
6.891
8.85
10.882
13.244
15.36
16.851
18.905
26.57
27.887
29.911
34.286
73.857
80.739
93.781
99.638
125.16
Manning's n Values
Sta
n Val
Sta
0
.065
30.82
num=
n Val
.035
3
Sta
77.137
Bank Sta: Left
30.82
Lengths: Left Channel
.25
.25
Right
77.137
204.526
7.092
203.377
9.363
202.05
11.2
200.858 13.861
199.607 15.809
198.153 16.889
197.078 19.457
195.696 26.804
194.457 28.189
193.14 29.946
191.45 37.049
190.338
75.94
193.038 89.093
194.13 94.712
195.515 114.531
200
204.42
7.834
203.043
9.636
201.88 11.875
200.549 14.265
199.168 15.867
198.116 17.382
196.969 25.647
195.458 27.097
194.183 28.449
193.12
30.82
191.035 38.592
191.459 76.273
193.408 91.797
194.281 95.242
195.981 115.328
204.029
202.864
201.542
200.347
199.111
197.84
196.513
195.182
194.013
192.625
190.338
191.845
193.607
194.673
196
n Val
.065
Right
.25
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -742
INPUT
Description: PK 0+742 R
Station Elevation Data
Sta
Elev
Sta
0
209
.68
3.26
206.5
3.98
7.89
204
8.66
11.96
201.5
12.96
15.98
199
16.49
25.83
196.5
26.23
28.39
194
29.27
33.9
191.5
35.53
49.92
189.6
73.07
76.22
192.5
79.89
95.58
195
99.15
num=
Elev
208.5
206
203.5
201
198.5
196
193.5
191
189.6
193
195.5
55
Sta
1.17
5.01
9.43
13.96
17.01
26.76
30.16
39.11
75.07
91.16
115.14
Elev
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
Manning's n Values
Sta
n Val
Sta
0
.065
31.04
num=
n Val
.035
3
Sta
76.22
n Val
.065
Bank Sta: Left
31.04
Lengths: Left Channel
1
1
Right
76.22
Sta
1.83
5.99
10.19
14.96
18.17
27.29
31.04
41.11
75.39
94.13
122.94
Right
1
Elev
207.5
205
202.5
200
197.5
195
192.5
189.6
191.5
194
196
Sta
2.54
6.94
10.96
15.47
19.04
27.84
31.91
46.96
75.93
94.67
125.16
Coeff Contr.
.1
Elev
207
204.5
202
199.5
197
194.5
192
189.6
192
194.5
200
Expan.
.3
CROSS SECTION
RS: -741.75*
INPUT
Description:
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
209
.675 208.504
1.817 207.51
1.87 207.472
3.331 206.45
3.952 206.02
Addenda. Càlculs hydraulics
5.948
8.063
10.118
12.222
14.854
16.33
18.041
26.044
27.346
29.011
31.492
45.047
76.836
92.243
96.135
122.805
93
Sta
Elev
.695 208.485
2.522 207.013
4.067 205.958
Sta
Elev
1.162 208.008
2.596 206.961
4.974 205.517
Sta
Elev
1.196 207.981
3.237 206.516
5.12 205.444
RIVER: RIU
REACH: CARDENER
RS: -743.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
num=
Elev
101
Sta
Elev
Sta
Elev
Sta
Elev
Ajuntament de Manresa
0
.997
2.807
5.02
7.453
9.448
11.383
13.987
15.245
16.049
18.149
26.464
27.894
30.152
35.032
41.211
75.03
76.322
94.7
103.94
124.585
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
209.056
.242
208.169
1.172
206.828
3.266
205.515
5.527
204.252
7.905
203
9.98
201.783 11.983
200.474 14.035
199.68
15.5
198.854 16.194
197.412 18.205
195.782 26.812
194.457 28.293
193.008 30.219
191.194 35.609
189.594
44.18
190.699 75.449
192.002 76.616
194.415 95.592
196.174 114.764
200
208.86
.484
207.995
1.834
206.514
3.707
205.256
6.002
204.015
8.412
202.643
10.21
201.481 12.264
200.45 14.423
199.431 15.778
198.692 16.378
197.389 19.077
195.454 26.996
194.102 28.445
192.97 31.101
191.019 36.867
189.594 47.107
191
75.65
192.5 80.213
194.888
95.95
196.5 118.806
Manning's n Values
Sta
n Val
Sta
0
.065 31.101
num=
n Val
.035
Bank Sta: Left
31.101
Lengths: Left Channel
1
1
Right
76.616
3
Sta
76.616
208.665
.681
207.502
1.907
206.211
3.988
205.014
6.485
203.69
8.677
202.488 10.502
201.34 12.985
200.239 14.829
199.16 15.904
198.494 16.522
196.914
25.88
195.281 27.343
193.968 29.213
192.472 31.974
190.835 39.203
189.594
50.09
191.32 75.774
192.977
91.26
194.937 99.091
196.5 118.806
208.507
.745
207.451
2.545
206.019
4.598
204.76
6.954
203.514
8.934
202.293 10.981
200.977 13.135
200.02 14.989
199.016 16.011
198.359 17.043
196.419 26.281
194.948 27.393
193.533 29.327
191.994 33.972
190.502 39.339
189.594 73.421
191.505 76.302
193.465 94.171
195.372 103.94
195.989 122.409
208.438
207.008
205.721
204.514
203.342
201.985
200.902
199.934
198.896
197.878
195.945
194.902
193.469
191.507
190.443
189.594
191.983
193.942
195.535
196.134
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -744.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.111
.242
.999 208.159
1.175
2.813 206.839
3.273
5.03 205.53
5.538
7.468 204.267
7.921
9.467 203.001
9.999
11.405 201.766 12.007
14.014 200.447 14.063
15.275 199.611
15.53
16.08 198.745 16.226
18.185 197.299 18.241
26.516 195.736 26.864
27.949 194.414 28.349
30.211 192.978 30.278
35.109 191.212 35.687
41.312 189.589 44.304
75.404 190.687 75.828
76.714 192.003 77.012
94.73 194.33 95.604
103.783 196.693 114.388
124.01
200
Manning's n Values
Sta
n Val
Sta
Addenda. Càlculs hydraulics
num=
101
Elev
Sta
208.898
.485
207.989
1.837
206.527
3.715
205.27
6.013
204.029
8.428
202.634
10.23
201.462 12.288
200.423 14.451
199.362 15.808
198.563
16.41
197.277 19.114
195.408 27.049
194.067 28.501
192.941 31.161
191.038 36.951
189.589 47.254
191 76.033
192.5 80.537
194.777 95.955
197 118.348
num=
n Val
3
Sta
Elev
Sta
208.684
.683
207.504
1.911
206.228
3.996
205.028
6.498
203.708
8.694
202.476 10.523
201.32 13.011
200.196 14.858
199.092 15.935
198.348 16.554
196.827 25.931
195.235 27.396
193.935
29.27
192.444 32.038
190.844 39.296
189.589
50.26
191.33 76.158
192.955 91.359
194.823 99.032
197 118.348
n Val
Elev
Sta
Elev
208.514
.747 208.442
207.454
2.55 207.016
206.038
4.607 205.737
204.774
6.967 204.529
203.527
8.952 203.352
202.276 11.003 201.97
200.954 13.161 200.878
199.96 15.018 199.868
198.927 16.042 198.792
198.218 17.076 197.757
196.337 26.332 195.89
194.896 27.447 194.849
193.502 29.384 193.438
191.988 34.044 191.515
190.503 39.432 190.446
189.589 73.771 189.589
191.511 76.694 191.984
193.431 94.211 193.884
195.244 103.783 195.415
195.978 121.878 196.269
0
.065
Bank Sta: Left
31.161
31.161
Right
77.012
.035
77.012
.065
Lengths: Left Channel
1
1
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -745.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.167
.243
1.001 208.149
1.177
2.818 206.849
3.279
5.039 205.545
5.549
7.482 204.281
7.936
9.485 203.001 10.019
11.428 201.75
12.03
14.042 200.421
14.09
15.305 199.541 15.561
16.111 198.636 16.257
18.22 197.187 18.276
26.567 195.69 26.917
28.003 194.37 28.404
30.269 192.948 30.337
35.185 191.23 35.766
41.413 189.583 44.428
75.777 190.676 76.208
77.106 192.005 77.408
94.76 194.245 95.616
103.626 197.212 114.011
123.435
200
num=
Elev
208.935
207.984
206.541
205.285
204.044
202.626
201.443
200.397
199.293
198.434
197.166
195.362
194.032
192.911
191.057
189.583
191
192.5
194.665
197.5
101
Sta
.486
1.841
3.722
6.025
8.444
10.25
12.312
14.479
15.839
16.442
19.151
27.102
28.556
31.222
37.035
47.4
76.415
80.86
95.959
117.89
Elev
208.704
207.507
206.245
205.042
203.727
202.463
201.3
200.152
199.024
198.201
196.741
195.189
193.903
192.417
190.854
189.583
191.341
192.932
194.709
197.5
Manning's n Values
Sta
n Val
Sta
0
.065 31.222
num=
n Val
.035
3
Sta
77.408
n Val
.065
Bank Sta: Left
31.222
Lengths: Left Channel
1
1
Right
77.408
Sta
.684
1.914
4.003
6.511
8.711
10.543
13.036
14.887
15.966
16.587
25.981
27.45
29.327
32.102
39.389
50.43
76.542
91.459
98.973
117.89
Right
1
Elev
Sta
Elev
208.52
.748 208.446
207.457
2.555 207.024
206.057
4.616 205.754
204.788
6.981 204.543
203.541
8.969 203.361
202.259 11.024 201.955
200.931 13.186 200.854
199.9 15.048 199.801
198.838 16.074 198.688
198.077
17.11 197.635
196.256 26.384 195.835
194.844
27.5 194.796
193.471 29.441 193.407
191.981 34.116 191.522
190.505 39.526 190.449
189.583 74.122 189.583
191.516 77.085 191.985
193.396 94.252 193.826
195.116 103.626 195.296
195.967 121.347 196.403
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0 209.222
1.003 208.139
2.823 206.859
5.049 205.561
7.497 204.296
9.504 203.002
11.45 201.733
14.069 200.395
15.334 199.472
RS: -746.*
Data
Sta
.243
1.179
3.285
5.559
7.952
10.038
12.053
14.117
15.591
num=
Elev
208.973
207.979
206.554
205.299
204.059
202.618
201.424
200.37
199.225
101
Sta
.487
1.844
3.729
6.037
8.461
10.27
12.336
14.507
15.87
Elev
208.724
207.509
206.262
205.056
203.745
202.451
201.28
200.109
198.955
Sta
.685
1.918
4.011
6.523
8.728
10.564
13.061
14.916
15.996
Elev
208.527
207.46
206.076
204.802
203.555
202.241
200.908
199.84
198.749
Sta
.75
2.56
4.625
6.994
8.986
11.046
13.212
15.077
16.105
Elev
208.449
207.032
205.77
204.557
203.37
201.94
200.831
199.735
198.584
Ajuntament de Manresa
16.143
18.255
26.619
28.057
30.328
35.261
41.514
76.151
77.498
94.79
103.469
122.86
198.527 16.289
197.074 18.312
195.644 26.969
194.327 28.459
192.918 30.395
191.248 35.845
189.578 44.553
190.664 76.587
192.007 77.804
194.159 95.628
197.731 113.635
200
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
198.305 16.474
197.055 19.189
195.316 27.154
193.996 28.612
192.881 31.282
191.076 37.118
189.578 47.547
191 76.797
192.5 81.183
194.553 95.964
198 117.432
Manning's n Values
Sta
n Val
Sta
0
.065 31.282
num=
n Val
.035
Bank Sta: Left
31.282
Lengths: Left Channel
1
1
Right
77.804
3
Sta
77.804
198.054 16.619
196.654 26.032
195.143 27.503
193.871 29.384
192.389 32.166
190.864 39.482
189.578 50.599
191.352 76.926
192.91 91.559
194.595 98.914
198 117.432
197.935 17.143 197.514
196.174 26.435 195.78
194.792 27.553 194.742
193.439 29.498 193.375
191.975 34.188 191.53
190.506
39.62 190.453
189.578 74.472 189.578
191.521 77.477 191.986
193.362 94.293 193.768
194.988 103.469 195.176
195.956 120.816 196.537
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -747.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.278
.244
1.005 208.129
1.181
2.829 206.869
3.292
5.059 205.576
5.57
7.511 204.31
7.967
9.522 203.002 10.057
11.472 201.716 12.077
14.096 200.369 14.145
15.364 199.402 15.621
16.174 198.418
16.32
18.291 196.962 18.347
26.67 195.598 27.021
28.112 194.284 28.514
30.387 192.888 30.454
35.338 191.266 35.923
41.616 189.572 44.677
76.524 190.652 76.967
77.89 192.009 78.201
94.82 194.074
95.64
103.312 198.251 113.259
122.285
200
num=
101
Elev
Sta
209.011
.488
207.973
1.848
206.568
3.736
205.313
6.048
204.073
8.477
202.609 10.289
201.405
12.36
200.344 14.535
199.156 15.901
198.176 16.505
196.944 19.226
195.27 27.207
193.961 28.667
192.851 31.343
191.095 37.202
189.572 47.694
191
77.18
192.5 81.506
194.442 95.969
198.5 116.974
Manning's n Values
Sta
n Val
Sta
0
.065 31.343
num=
n Val
.035
Bank Sta: Left
31.343
Lengths: Left Channel
1
1
Right
78.201
CROSS SECTION
RIVER: RIU
Addenda. Càlculs hydraulics
3
Sta
78.201
Elev
Sta
208.743
.687
207.511
1.922
206.279
4.019
205.07
6.536
203.763
8.744
202.439 10.584
201.26 13.086
200.065 14.945
198.887 16.027
197.908 16.651
196.568 26.082
195.097 27.556
193.838 29.441
192.361
32.23
190.874 39.575
189.572 50.769
191.362 77.311
192.887 91.658
194.481 98.856
198.5 116.974
Elev
Sta
Elev
208.534
.751 208.453
207.463
2.565 207.04
206.095
4.634 205.787
204.817
7.008 204.572
203.568
9.004 203.38
202.224 11.067 201.924
200.885 13.238 200.807
199.78 15.106 199.669
198.659 16.136 198.48
197.794 17.176 197.392
196.093 26.486 195.725
194.74 27.607 194.689
193.408 29.556 193.344
191.969
34.26 191.537
190.508 39.713 190.456
189.572 74.823 189.572
191.526 77.869 191.987
193.327 94.334 193.709
194.86 103.312 195.056
195.944 120.285 196.672
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
REACH: CARDENER
RS: -748.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.333
.244
1.007 208.119
1.184
2.834 206.879
3.298
5.069 205.591
5.581
7.526 204.325
7.982
9.54 203.003 10.077
11.494
201.7
12.1
14.123 200.342 14.172
15.394 199.333 15.651
16.205 198.309 16.352
18.326 196.849 18.383
26.722 195.552 27.073
28.166 194.241 28.569
30.445 192.858 30.513
35.414 191.284 36.002
41.717 189.567 44.801
76.898 190.641 77.346
78.282 192.01 78.597
94.85 193.989 95.652
103.155 198.77 112.883
121.71
200
num=
101
Elev
Sta
209.048
.489
207.968
1.851
206.582
3.743
205.328
6.06
204.088
8.493
202.601 10.309
201.386 12.383
200.317 14.563
199.087 15.931
198.047 16.537
196.832 19.263
195.224 27.259
193.925 28.722
192.822 31.403
191.114 37.286
189.567 47.841
191 77.562
192.5
81.83
194.33 95.974
199 116.516
Manning's n Values
Sta
n Val
Sta
0
.065 31.403
num=
n Val
.035
Bank Sta: Left
31.403
Lengths: Left Channel
1
1
Right
78.597
3
Sta
78.597
Elev
Sta
208.763
.688
207.513
1.925
206.296
4.027
205.084
6.548
203.781
8.761
202.427 10.605
201.24 13.112
200.022 14.974
198.819 16.058
197.761 16.683
196.481 26.132
195.051 27.609
193.806 29.497
192.333 32.294
190.883 39.668
189.567 50.939
191.373 77.695
192.864 91.758
194.367 98.797
199 116.516
Elev
Sta
Elev
208.541
.753 208.457
207.466
2.57 207.049
206.114
4.643 205.803
204.831
7.021 204.586
203.582
9.021 203.389
202.207 11.088 201.909
200.862 13.263 200.783
199.72 15.135 199.603
198.57 16.167 198.376
197.653 17.209 197.271
196.012 26.537 195.67
194.688
27.66 194.636
193.376 29.613 193.313
191.963 34.332 191.545
190.509 39.807 190.459
189.567 75.173 189.567
191.532
78.26 191.988
193.293 94.374 193.651
194.732 103.155 194.936
195.933 119.754 196.806
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0 209.389
1.009 208.109
2.84 206.889
5.078 205.606
7.54 204.34
9.559 203.003
11.516 201.683
14.151 200.316
15.423 199.263
16.236
198.2
18.361 196.737
26.773 195.506
28.22 194.197
30.504 192.828
35.49 191.302
41.818 189.561
77.271 190.629
78.673 192.012
RS: -749.*
Data
Sta
.245
1.186
3.305
5.592
7.998
10.096
12.123
14.199
15.681
16.383
18.418
27.125
28.624
30.572
36.08
44.925
77.726
78.993
num=
Elev
209.086
207.963
206.595
205.342
204.103
202.592
201.368
200.291
199.018
197.918
196.721
195.178
193.89
192.792
191.133
189.561
191
192.5
101
Sta
.49
1.855
3.751
6.072
8.51
10.329
12.407
14.591
15.962
16.569
19.3
27.312
28.778
31.464
37.369
47.987
77.944
82.153
Elev
208.783
207.516
206.313
205.098
203.8
202.414
201.22
199.978
198.751
197.614
196.395
195.005
193.773
192.306
190.893
189.561
191.383
192.842
Sta
.689
1.929
4.034
6.561
8.778
10.625
13.137
15.002
16.089
16.715
26.183
27.663
29.554
32.358
39.761
51.109
78.079
91.858
Elev
208.548
207.469
206.133
204.845
203.596
202.19
200.839
199.66
198.481
197.512
195.93
194.636
193.345
191.957
190.511
189.561
191.537
193.258
Sta
.754
2.575
4.652
7.035
9.039
11.11
13.289
15.164
16.198
17.242
26.588
27.713
29.67
34.405
39.9
75.524
78.652
94.415
Elev
208.46
207.057
205.819
204.6
203.398
201.894
200.76
199.536
198.273
197.149
195.615
194.583
193.282
191.552
190.463
189.561
191.989
193.593
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
94.88 193.904 95.664 194.219 95.978 194.253 98.738 194.604 102.998 194.817
102.998 199.289 112.507
199.5 116.058
199.5 116.058 195.922 119.223 196.941
121.135
200
Manning's n Values
Sta
n Val
Sta
0
.065 31.464
num=
n Val
.035
Bank Sta: Left
31.464
Lengths: Left Channel
1
1
Right
78.993
3
Sta
78.993
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -750.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.444
.245
1.011 208.099
1.188
2.845 206.899
3.311
5.088 205.621
5.602
7.555 204.354
8.013
9.577 203.004 10.116
11.538 201.666 12.147
14.178 200.29 14.227
15.453 199.194 15.711
16.268 198.091 16.415
18.397 196.625 18.454
26.825 195.46 27.178
28.275 194.154 28.679
30.563 192.799 30.631
35.567 191.32 36.159
41.919 189.556 45.049
77.645 190.617 78.105
79.065 192.014 79.389
94.91 193.819 95.676
102.84 199.808 112.131
120.56
200
num=
Elev
209.124
207.957
206.609
205.356
204.117
202.584
201.349
200.264
198.949
197.79
196.61
195.132
193.854
192.762
191.152
189.556
191
192.5
194.107
200
101
Sta
.491
1.859
3.758
6.083
8.526
10.349
12.431
14.619
15.993
16.601
19.337
27.364
28.833
31.524
37.453
48.134
78.327
82.476
95.983
115.6
Elev
208.803
207.518
206.33
205.112
203.818
202.402
201.2
199.935
198.682
197.467
196.309
194.959
193.741
192.278
190.903
189.556
191.394
192.819
194.14
200
Manning's n Values
Sta
n Val
Sta
0
.065 31.524
num=
n Val
.035
3
Sta
79.389
n Val
.065
Bank Sta: Left
31.524
Lengths: Left Channel
1
1
Right
79.389
Sta
.691
1.933
4.042
6.574
8.795
10.646
13.162
15.031
16.12
16.747
26.233
27.716
29.611
32.422
39.854
51.279
78.463
91.957
98.679
115.6
Right
1
Elev
Sta
208.554
.755
207.471
2.58
206.152
4.66
204.859
7.048
203.609
9.056
202.172 11.131
200.816 13.314
199.6 15.193
198.392 16.229
197.371 17.275
195.849 26.639
194.584 27.767
193.314 29.727
191.951 34.477
190.512 39.994
189.556 75.874
191.542 79.044
193.224 94.456
194.476 102.84
195.911 118.692
Coeff Contr.
.1
Elev
208.464
207.065
205.836
204.615
203.407
201.879
200.736
199.47
198.169
197.028
195.56
194.53
193.251
191.56
190.466
189.556
191.99
193.535
194.697
197.075
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -751.*
INPUT
Description:
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
209.5
.246 209.161
1.013 208.089
1.191 207.952
2.851 206.909
3.317 206.622
Addenda. Càlculs hydraulics
101
Sta
Elev
.492 208.822
1.862 207.52
3.765 206.347
Sta
Elev
.692 208.561
1.937 207.474
4.05 206.171
Sta
Elev
.757 208.467
2.585 207.073
4.669 205.852
5.098
7.569
9.596
11.561
14.205
15.483
16.299
18.432
26.876
28.329
30.622
35.643
42.02
78.018
79.457
94.94
102.683
119.985
205.636
5.613
204.369
8.029
203.004 10.135
201.65
12.17
200.263 14.254
199.125 15.742
197.982 16.446
196.512 18.489
195.414
27.23
194.111 28.734
192.769
30.69
191.338 36.238
189.55 45.173
190.605 78.485
192.016 79.785
193.734 95.688
200.327 111.754
200
205.371
6.095
204.132
8.543
202.576 10.369
201.33 12.455
200.238 14.647
198.88 16.024
197.661 16.633
196.498 19.374
195.086 27.417
193.819 28.888
192.732 31.585
191.171 37.537
189.55 48.281
191 78.709
192.5
82.8
193.995 95.988
200.5 115.142
Manning's n Values
Sta
n Val
Sta
0
.065 31.585
num=
n Val
.035
Bank Sta: Left
31.585
Lengths: Left Channel
1
1
Right
79.785
3
Sta
79.785
205.126
6.586
203.836
8.812
202.39 10.666
201.18 13.188
199.891
15.06
198.614 16.151
197.321
16.78
196.222 26.284
194.913 27.769
193.709 29.668
192.25 32.487
190.912 39.948
189.55 51.449
191.405 78.847
192.797 92.057
194.026
98.62
200.5 115.142
204.873
7.062 204.629
203.623
9.073 203.417
202.155 11.152 201.864
200.793
13.34 200.713
199.54 15.223 199.404
198.303 16.261 198.065
197.23 17.309 196.906
195.768 26.691 195.505
194.532
27.82 194.477
193.282 29.784 193.22
191.944 34.549 191.567
190.514 40.088 190.47
189.55 76.225 189.55
191.548 79.435 191.991
193.189 94.497 193.477
194.348 102.683 194.577
195.9 118.161 197.209
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -752.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.556
.246
1.014 208.079
1.193
2.856 206.919
3.324
5.108 205.652
5.624
7.584 204.383
8.044
9.614 203.005 10.155
11.583 201.633 12.193
14.232 200.237 14.281
15.513 199.055 15.772
16.33 197.873 16.478
18.467
196.4 18.524
26.928 195.368 27.282
28.383 194.068 28.789
30.68 192.739 30.748
35.719 191.356 36.316
42.121 189.544 45.297
78.392 190.594 78.864
79.849 192.017 80.181
94.97 193.649
95.7
102.526 200.847 111.378
119.41
200
num=
101
Elev
Sta
209.199
.492
207.946
1.866
206.636
3.772
205.385
6.107
204.147
8.559
202.567 10.389
201.311 12.479
200.212 14.675
198.811 16.054
197.532 16.665
196.387 19.411
195.041 27.469
193.783 28.944
192.703 31.646
191.191 37.621
189.544 48.428
191 79.091
192.5 83.123
193.884 95.992
201 114.684
Manning's n Values
Sta
n Val
Sta
0
.065 31.646
num=
n Val
.035
Bank Sta: Left
Lengths: Left Channel
Right
3
Sta
80.181
Elev
Sta
208.842
.693
207.522
1.94
206.364
4.058
205.14
6.599
203.854
8.829
202.378 10.686
201.16 13.213
199.848 15.089
198.546 16.182
197.174 16.812
196.136 26.334
194.867 27.822
193.676 29.725
192.222 32.551
190.922 40.041
189.544 51.619
191.415 79.231
192.774 92.157
193.912 98.561
201 114.684
Elev
Sta
Elev
208.568
.758 208.471
207.477
2.59 207.081
206.19
4.678 205.869
204.887
7.075 204.643
203.637
9.091 203.426
202.138 11.174 201.849
200.77 13.365 200.689
199.48 15.252 199.338
198.213 16.292 197.961
197.088 17.342 196.785
195.686 26.742 195.451
194.479 27.873 194.424
193.251 29.841 193.188
191.938 34.621 191.575
190.515 40.181 190.473
189.544 76.576 189.544
191.553 79.827 191.992
193.155 94.537 193.419
194.22 102.526 194.458
195.889 117.631 197.344
n Val
.065
Right
Coeff Contr.
Expan.
Ajuntament de Manresa
31.646
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
80.181
1
1
1
.1
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -753.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.611
.247
1.016 208.069
1.195
2.862 206.929
3.33
5.118 205.667
5.635
7.598 204.398
8.059
9.632 203.005 10.174
11.605 201.616 12.217
14.26 200.211 14.309
15.542 198.986 15.802
16.361 197.763 16.509
18.503 196.287
18.56
26.979 195.322 27.334
28.437 194.024 28.844
30.739 192.709 30.807
35.796 191.374 36.395
42.222 189.539 45.421
78.765 190.582 79.244
80.241 192.019 80.577
95 193.564 95.711
102.369 201.366 111.002
118.835
200
num=
101
Elev
Sta
209.236
.493
207.941
1.869
206.65
3.779
205.4
6.119
204.161
8.575
202.559 10.409
201.292 12.503
200.185 14.703
198.743 16.085
197.403 16.697
196.276 19.449
194.995 27.522
193.748 28.999
192.673 31.706
191.21 37.704
189.539 48.574
191 79.474
192.5 83.446
193.772 95.997
201.5 114.226
Manning's n Values
Sta
n Val
Sta
0
.065 31.706
num=
n Val
.035
Bank Sta: Left
31.706
Lengths: Left Channel
1
1
Right
80.577
3
Sta
80.577
Elev
Sta
208.862
.695
207.525
1.944
206.381
4.065
205.154
6.612
203.872
8.846
202.365 10.707
201.14 13.238
199.804 15.118
198.478 16.213
197.027 16.844
196.049 26.384
194.821 27.876
193.644 29.782
192.194 32.615
190.932 40.134
189.539 51.789
191.426 79.615
192.751 92.256
193.798 98.502
201.5 114.226
Elev
Sta
Elev
208.575
.76 208.475
207.48
2.595 207.089
206.209
4.687 205.885
204.901
7.089 204.658
203.65
9.108 203.435
202.121 11.195 201.834
200.747 13.391 200.665
199.42 15.281 199.271
198.124 16.323 197.857
196.947 17.375 196.663
195.605 26.793 195.396
194.427 27.927 194.371
193.22 29.898 193.157
191.932 34.693 191.582
190.517 40.275 190.476
189.539 76.926 189.539
191.558 80.219 191.993
193.12 94.578 193.361
194.092 102.369 194.338
195.878
117.1 197.478
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0 209.667
1.018 208.06
2.867 206.939
5.127 205.682
7.613 204.412
9.651 203.005
11.627
201.6
14.287 200.185
15.572 198.916
16.393 197.654
18.538 196.175
27.031 195.276
RS: -754.*
Data
Sta
.247
1.197
3.336
5.645
8.075
10.193
12.24
14.336
15.832
16.541
18.595
27.386
Addenda. Càlculs hydraulics
num=
Elev
209.274
207.936
206.663
205.414
204.176
202.55
201.273
200.159
198.674
197.274
196.164
194.949
101
Sta
.494
1.873
3.787
6.13
8.592
10.429
12.527
14.732
16.116
16.729
19.486
27.575
Elev
208.882
207.527
206.398
205.168
203.891
202.353
201.12
199.761
198.409
196.88
195.963
194.776
Sta
.696
1.948
4.073
6.624
8.863
10.727
13.263
15.147
16.244
16.876
26.435
27.929
Elev
208.582
207.483
206.228
204.915
203.664
202.103
200.724
199.36
198.035
196.806
195.523
194.375
Sta
.761
2.599
4.696
7.102
9.126
11.217
13.417
15.31
16.354
17.408
26.844
27.98
Elev
208.478
207.097
205.901
204.672
203.444
201.819
200.642
199.205
197.753
196.541
195.341
194.318
28.492
30.798
35.872
42.323
79.139
80.633
95.03
102.212
118.26
193.981 28.899
192.679 30.866
191.392 36.474
189.533 45.545
190.57 79.623
192.021 80.973
193.478 95.723
201.885 110.626
200
193.713 29.055
192.643 31.767
191.229 37.788
189.533 48.721
191 79.856
192.5 83.769
193.66 96.002
202 113.768
Manning's n Values
Sta
n Val
Sta
0
.065 31.767
num=
n Val
.035
Bank Sta: Left
31.767
Lengths: Left Channel
1
1
Right
80.973
3
Sta
80.973
193.612 29.839
192.167 32.679
190.942 40.227
189.533 51.958
191.436 79.999
192.729 92.356
193.684 98.443
202 113.768
193.188 29.955 193.126
191.926 34.765 191.59
190.518 40.368 190.48
189.533 77.277 189.533
191.563
80.61 191.994
193.086 94.619 193.303
193.964 102.212 194.218
195.867 116.569 197.612
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -755.*
INPUT
Description:
Station Elevation
Sta
Elev
0 209.722
1.02 208.05
2.873 206.95
5.137 205.697
7.627 204.427
9.669 203.006
11.649 201.583
14.314 200.158
15.602 198.847
16.424 197.545
18.573 196.062
27.082 195.23
28.546 193.938
30.856 192.649
35.948 191.41
42.424 189.528
79.512 190.559
81.025 192.023
95.06 193.393
102.055 202.404
117.685
200
Data
Sta
.248
1.2
3.343
5.656
8.09
10.213
12.263
14.363
15.862
16.572
18.631
27.439
28.955
30.925
36.552
45.669
80.003
81.369
95.735
110.25
num=
Elev
209.312
207.93
206.677
205.428
204.191
202.542
201.254
200.132
198.605
197.145
196.053
194.903
193.677
192.613
191.248
189.528
191
192.5
193.549
202.5
101
Sta
.495
1.876
3.794
6.142
8.608
10.448
12.551
14.76
16.146
16.761
19.523
27.627
29.11
31.827
37.872
48.868
80.238
84.093
96.006
113.31
Elev
208.901
207.529
206.415
205.182
203.909
202.341
201.1
199.717
198.341
196.734
195.876
194.73
193.579
192.139
190.951
189.528
191.447
192.706
193.57
202.5
Manning's n Values
Sta
n Val
Sta
0
.065 31.827
num=
n Val
.035
3
Sta
81.369
n Val
.065
Bank Sta: Left
31.827
Lengths: Left Channel
1
1
Right
81.369
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
RS: -756.*
Sta
.697
1.951
4.081
6.637
8.88
10.748
13.289
15.176
16.275
16.908
26.485
27.982
29.896
32.743
40.32
52.128
80.383
92.456
98.384
113.31
Right
1
Elev
Sta
Elev
208.588
.763 208.482
207.486
2.604 207.105
206.247
4.705 205.918
204.929
7.116 204.686
203.678
9.143 203.454
202.086 11.238 201.804
200.701 13.442 200.618
199.3 15.339 199.139
197.946 16.385 197.649
196.665 17.441 196.42
195.442 26.895 195.286
194.323 28.033 194.265
193.157 30.012 193.095
191.92 34.837 191.597
190.52 40.462 190.483
189.528 77.627 189.528
191.569 81.002 191.995
193.051 94.659 193.245
193.836 102.055 194.099
195.856 116.038 197.747
Coeff Contr.
.1
Expan.
.3
Ajuntament de Manresa
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.778
.248
1.022 208.04
1.202
2.878 206.96
3.349
5.147 205.712
5.667
7.642 204.442
8.105
9.688 203.006 10.232
11.671 201.567 12.287
14.341 200.132 14.391
15.631 198.778 15.893
16.455 197.436 16.604
18.609 195.95 18.666
27.134 195.184 27.491
28.6 193.895
29.01
30.915 192.619 30.984
36.025 191.428 36.631
42.526 189.522 45.794
79.886 190.547 80.382
81.417 192.024 81.766
95.09 193.308 95.747
101.898 202.923 109.874
117.11
200
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
num=
101
Elev
Sta
209.349
.496
207.925
1.88
206.69
3.801
205.443
6.154
204.205
8.624
202.534 10.468
201.235 12.574
200.106 14.788
198.536 16.177
197.016 16.792
195.942
19.56
194.857
27.68
193.642 29.165
192.584 31.888
191.267 37.955
189.522 49.015
191 80.621
192.5 84.416
193.437 96.011
203 112.852
Manning's n Values
Sta
n Val
Sta
0
.065 31.888
num=
n Val
.035
Bank Sta: Left
31.888
Lengths: Left Channel
1
1
Right
81.766
3
Sta
81.766
Elev
Sta
208.921
.699
207.531
1.955
206.432
4.089
205.196
6.649
203.927
8.897
202.329 10.768
201.08 13.314
199.674 15.205
198.273 16.306
196.587
16.94
195.79 26.535
194.684 28.035
193.547 29.952
192.111 32.807
190.961 40.413
189.522 52.298
191.458 80.768
192.683 92.555
193.456 98.326
203 112.852
Elev
Sta
Elev
208.595
.764 208.486
207.489
2.609 207.113
206.266
4.714 205.934
204.944
7.13 204.701
203.691
9.16 203.463
202.069 11.259 201.789
200.678 13.468 200.594
199.24 15.369 199.073
197.857 16.416 197.545
196.524 17.475 196.298
195.361 26.946 195.231
194.271 28.087 194.212
193.125 30.069 193.064
191.914 34.909 191.605
190.521 40.556 190.486
189.522 77.978 189.522
191.574 81.393 191.996
193.017
94.7 193.186
193.708 101.898 193.979
195.844 115.507 197.881
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.833
.249
1.024 208.03
1.204
2.884 206.97
3.355
5.157 205.727
5.678
7.656 204.456
8.121
9.706 203.007 10.252
11.694 201.55
12.31
14.369 200.106 14.418
15.661 198.708 15.923
16.486 197.327 16.635
18.644 195.837 18.702
27.185 195.138 27.543
28.655 193.851 29.065
30.974 192.59 31.043
36.101 191.446
36.71
42.627 189.517 45.918
80.259 190.535 80.762
81.809 192.026 82.162
95.12 193.223 95.759
101.741 203.442 109.497
116.535
200
Addenda. Càlculs hydraulics
RS: -757.*
num=
101
Elev
Sta
209.387
.497
207.92
1.884
206.704
3.808
205.457
6.165
204.22
8.641
202.525 10.488
201.216 12.598
200.079 14.816
198.467 16.208
196.887 16.824
195.831 19.597
194.811 27.732
193.606 29.221
192.554 31.948
191.286 38.039
189.517 49.162
191 81.003
192.5 84.739
193.326 96.016
203.5 112.394
Elev
Sta
208.941
.7
207.534
1.959
206.449
4.096
205.21
6.662
203.945
8.913
202.316 10.789
201.06 13.339
199.63 15.233
198.205 16.337
196.44 16.973
195.703 26.586
194.638 28.089
193.514 30.009
192.083 32.871
190.971 40.506
189.517 52.468
191.468 81.152
192.661 92.655
193.342 98.267
203.5 112.394
Elev
Sta
Elev
208.602
.766 208.489
207.491
2.614 207.121
206.285
4.723 205.951
204.958
7.143 204.715
203.705
9.178 203.472
202.052 11.281 201.773
200.655 13.493 200.571
199.18 15.398 199.006
197.768 16.448 197.441
196.383 17.508 196.177
195.279 26.998 195.176
194.219
28.14 194.159
193.094 30.127 193.033
191.907 34.981 191.612
190.523 40.649 190.49
189.517 78.328 189.517
191.579 81.785 191.997
192.982 94.741 193.128
193.58 101.741 193.859
195.833 114.976 198.015
Manning's n Values
Sta
n Val
Sta
0
.065 31.948
num=
n Val
.035
Bank Sta: Left
31.948
Lengths: Left Channel
1
1
Right
82.162
3
Sta
82.162
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -758.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.889
.249
1.026 208.02
1.207
2.889 206.98
3.362
5.166 205.743
5.688
7.671 204.471
8.136
9.724 203.007 10.271
11.716 201.533 12.333
14.396 200.079 14.445
15.691 198.639 15.953
16.518 197.218 16.667
18.679 195.725 18.737
27.237 195.092 27.595
28.709 193.808
29.12
31.033 192.56 31.101
36.177 191.464 36.788
42.728 189.511 46.042
80.633 190.523 81.141
82.201 192.028 82.558
95.15 193.138 95.771
101.584 203.962 109.121
115.96
200
num=
101
Elev
Sta
209.425
.498
207.914
1.887
206.718
3.816
205.471
6.177
204.235
8.657
202.517 10.508
201.197 12.622
200.053 14.844
198.398 16.239
196.758 16.856
195.719 19.634
194.765 27.785
193.571 29.276
192.524 32.009
191.305 38.123
189.511 49.308
191 81.385
192.5 85.063
193.214 96.021
204 111.936
Manning's n Values
Sta
n Val
Sta
0
.065 32.009
num=
n Val
.035
Bank Sta: Left
32.009
Lengths: Left Channel
1
1
Right
82.558
3
Sta
82.558
Elev
Sta
208.961
.701
207.536
1.963
206.466
4.104
205.224
6.675
203.964
8.93
202.304 10.809
201.04 13.365
199.587 15.262
198.136 16.368
196.293 17.005
195.617 26.636
194.592 28.142
193.482 30.066
192.056 32.935
190.981 40.599
189.511 52.638
191.479 81.536
192.638 92.755
193.228 98.208
204 111.936
Elev
Sta
208.609
.767
207.494
2.619
206.304
4.732
204.972
7.157
203.719
9.195
202.035 11.302
200.632 13.519
199.12 15.427
197.678 16.479
196.242 17.541
195.198 27.049
194.167 28.193
193.063 30.184
191.901 35.053
190.524 40.743
189.511 78.679
191.584 82.177
192.948 94.782
193.452 101.584
195.822 114.445
Elev
208.493
207.129
205.967
204.729
203.481
201.758
200.547
198.94
197.337
196.055
195.121
194.106
193.002
191.62
190.493
189.511
191.998
193.07
193.739
198.15
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0 209.944
.25
1.028 208.01
1.209
2.895 206.99
3.368
5.176 205.758
5.699
7.685 204.485
8.152
9.743 203.008 10.291
RS: -759.*
num=
Elev
209.462
207.909
206.731
205.486
204.249
202.508
101
Sta
.499
1.891
3.823
6.189
8.674
10.528
Elev
208.98
207.538
206.483
205.238
203.982
202.292
Sta
.703
1.966
4.112
6.687
8.947
10.83
Elev
208.616
207.497
206.323
204.986
203.733
202.017
Sta
.769
2.624
4.741
7.17
9.213
11.323
Elev
208.496
207.138
205.984
204.744
203.491
201.743
Ajuntament de Manresa
11.738
14.423
15.72
16.549
18.715
27.288
28.763
31.091
36.254
42.829
81.006
82.593
95.18
101.427
115.385
201.517 12.357
200.053 14.473
198.569 15.983
197.109 16.698
195.612 18.773
195.046 27.647
193.765 29.175
192.53
31.16
191.482 36.867
189.506 46.166
190.512 81.521
192.03 82.954
193.053 95.783
204.481 108.745
200
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
201.178 12.646
200.026 14.872
198.33 16.269
196.629 16.888
195.608 19.671
194.719 27.837
193.535 29.332
192.494 32.069
191.324 38.206
189.506 49.455
191 81.768
192.5 85.386
193.102 96.025
204.5 111.478
Manning's n Values
Sta
n Val
Sta
0
.065 32.069
num=
n Val
.035
Bank Sta: Left
32.069
Lengths: Left Channel
1
1
Right
82.954
3
Sta
82.954
201.02
13.39
199.543 15.291
198.068 16.399
196.147 17.037
195.531 26.687
194.546 28.195
193.45 30.123
192.028 32.999
190.99 40.692
189.506 52.808
191.489
81.92
192.616 92.854
193.114 98.149
204.5 111.478
200.609 13.544 200.524
199.06 15.456 198.874
197.589
16.51 197.233
196.1 17.574 195.934
195.116
27.1 195.066
194.115 28.247 194.053
193.031 30.241 192.97
191.895 35.125 191.627
190.526 40.836 190.497
189.506 79.029 189.506
191.59 82.568 191.999
192.913 94.822 193.012
193.325 101.427 193.62
195.811 113.914 198.284
n Val
.065
4.07
6.12
7.17
10.47
16.24
19.41
29.56
37.59
83.59
132.55
208.5
206
203.5
201
198.5
196
193.5
191
190.5
196
4.38
6.27
7.64
11.45
17.38
20.2
30.81
43.22
87.77
137.42
208
205.5
203
200.5
198
195.5
193
190.5
191
200
4.81
6.41
8.12
12.45
17.89
23.83
32.07
45.42
87.77
207.5
205
202.5
200
197.5
195
192.5
189.4
210
Manning's n Values
Sta
n Val
Sta
0
.065
43.22
num=
n Val
.035
3
Sta
83.59
n Val
.065
Bank Sta: Left
43.22
Lengths: Left Channel
20
20
Right
83.59
5.25
6.55
8.61
13.78
18.39
26.07
33.32
49.34
121.44
Right
20
207
204.5
202
199.5
197
194.5
192
189.4
210
5.69
6.7
9.53
15.08
18.9
28.32
34.85
81.39
121.44
Coeff Contr.
.1
206.5
204
201.5
199
196.5
194
191.5
189.4
195.3
Expan.
.3
CROSS SECTION
Right
1
Coeff Contr.
.1
Expan.
.3
RIVER: RIU
REACH: CARDENER
RS: -800.0
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -760.0
INPUT
Description: PK 0+760
Station Elevation Data
Sta
Elev
Sta
0
210
.25
1.97
207.5
2.9
6.7
205
7.7
10.31
202.5
10.85
14.5
200
14.9
16.43
197.5
16.58
27.34
195
27.89
31.15
192.5
32.13
42.93
189.5
46.29
82.15
191.5
82.96
101.27
205 111.02
num=
Elev
209.5
207
204.5
202
199.5
197
194.5
192
189.5
192
205
54
Sta
.5
3.83
8.69
11.76
15.32
16.73
28.3
36.33
79.38
83.35
111.02
Elev
209
206.5
204
201.5
199
196.5
194
191.5
189.5
192.5
195.8
Manning's n Values
Sta
n Val
Sta
0
.065
32.13
num=
n Val
.035
3
Sta
83.35
n Val
.065
Bank Sta: Left
32.13
Lengths: Left Channel
20
20
Sta
.77
4.75
9.23
12.67
15.75
16.92
29.23
38.29
81.38
96.03
114.81
Elev
208.5
206
203.5
201
198.5
196
193.5
191
190.5
193
200
Sta
1.03
5.71
9.77
13.57
16.3
18.75
30.18
40.93
81.9
101.27
Elev
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
INPUT
Description: PK 0+800
Station Elevation Data
Sta
Elev
Sta
0
212
.58
2.44
209.5
2.57
3.27
207
3.47
3.78
204.5
3.83
3.96
202
6.15
13.89
199.5
15.23
18.52
197
18.82
23.96
194.5
25.62
29.74
192
30.65
51.98
189.3
80.09
105
211
105
127.8
200
num=
Elev
211.5
209
206.5
204
201.5
199
196.5
194
191.5
189.3
194
56
Sta
1.16
2.72
3.66
3.86
8.34
16.57
19.11
26.65
35.25
82.49
115.52
Elev
211
208.5
206
203.5
201
198.5
196
193.5
191
190.5
194.5
Manning's n Values
Sta
n Val
Sta
0
.065
41.02
num=
n Val
.035
3
Sta
82.49
n Val
.065
Bank Sta: Left
41.02
Lengths: Left Channel
20
20
Right
82.49
Sta
1.74
2.88
3.7
3.9
10.48
17.93
19.62
27.68
41.02
83.57
122
Right
20
Elev
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
194.5
Sta
2.32
3.08
3.74
3.93
12.54
18.22
22.34
28.72
43.42
83.57
122.8
Coeff Contr.
.1
Elev
210
207.5
205
202.5
200
197.5
195
192.5
189.3
211
196
Expan.
.3
CROSS SECTION
Right
83.35
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 0+780
Station Elevation Data
Sta
Elev
Sta
0
211
1.03
Addenda. Càlculs hydraulics
RS: -780.0
num=
Elev
210.5
52
Sta
3.15
Elev
210
Sta
3.46
Elev
209.5
Sta
3.77
Elev
209
RIVER: RIU
REACH: CARDENER
RS: -820.0
INPUT
Description: PK 0+820
Station Elevation Data
Sta
Elev
Sta
0
213
.22
1.46
210.5
1.76
2.47
208
2.73
5.56
205.5
8.23
13.78
203
14.25
num=
Elev
212.5
210
207.5
205
202.5
59
Sta
.41
1.92
3
10.59
14.71
Elev
212
209.5
207
204.5
202
Sta
.85
2.08
3.26
12.85
15.36
Elev
211.5
209
206.5
204
201.5
Sta
1.15
2.25
3.53
13.31
16.02
Elev
211
208.5
206
203.5
201
Ajuntament de Manresa
16.68
20.13
22.19
29.51
38.06
79.3
123.59
200.5
198
195.5
193
190.5
191
196
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
17.35
20.22
23.89
30.69
40.66
82.3
131.09
200
197.5
195
192.5
189.2
191.5
196
18.04
20.32
25.58
31.93
55.74
82.3
139.59
Manning's n Values
Sta
n Val
Sta
0
.065
34.36
num=
n Val
.035
3
Sta
79.3
Bank Sta: Left
34.36
Lengths: Left Channel
20
20
Right
79.3
199.5
197
194.5
192
189.2
210.3
196
18.73
20.41
27.27
33.75
76.1
103.74
139.59
199
196.5
194
191.5
189.2
210.3
203
19.43
20.48
28.38
34.36
78.7
103.74
198.5
196
193.5
191
190.5
194.7
n Val
.065
Right
20
Coeff Contr.
.1
Expan.
.3
23.46
28.61
36.29
47.49
91.35
138.02
197.5
195
192.5
189
191.5
196.7
23.69
30.83
37.37
61.42
91.35
144.82
197
194.5
192
189
202
196.7
23.93
33.04
39.27
74.82
96
146.62
196.5
194
191.5
189
202
198
Manning's n Values
Sta
n Val
Sta
0
.065
44.49
num=
n Val
.035
3
Sta
77.82
n Val
.065
Bank Sta: Left
44.49
Lengths: Left Channel
20
20
Right
77.82
24.16
34.12
43.55
77.82
96
Right
20
196
193.5
191
190.5
194.9
26.39
35.2
44.49
88.2
134.42
Coeff Contr.
.1
195.5
193
190.5
191
196
Expan.
.3
CROSS SECTION
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RIVER: RIU
REACH: CARDENER
RS: -880.0
RS: -840.0
INPUT
Description: PK 0+840
Station Elevation Data
Sta
Elev
Sta
0
214
.42
2.5
211.5
3.32
5.79
209
6.28
7.98
206.5
8.31
12.43
204
13.17
16.2
201.5
16.9
19.2
199
19.68
21.06
196.5
21.37
30.14
194
30.83
35.44
191.5
39.98
76.83
189.1
79.63
100.63
210 100.63
138.63
198
num=
Elev
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.5
193.8
61
Sta
.84
4.14
6.79
9.5
13.91
17.58
20.14
23.58
31.54
42.39
83.38
115
Elev
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
194
Manning's n Values
Sta
n Val
Sta
0
.065
42.39
num=
n Val
.035
3
Sta
79.63
n Val
.065
Bank Sta: Left
42.39
Lengths: Left Channel
20
20
Right
79.63
Sta
1.26
4.95
7.21
10.61
14.66
18.25
20.45
25.78
32.29
45.19
84.13
130.63
Right
20
Elev
212.5
210
207.5
205
202.5
200
197.5
195
192.5
189.1
191.5
196.2
Sta
1.68
5.36
7.62
11.57
15.45
18.72
20.75
27.96
33.06
57.06
84.13
137.43
Coeff Contr.
.1
Elev
212
209.5
207
204.5
202
199.5
197
194.5
192
189.1
210
196.2
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 0+860
Station Elevation Data
Sta
Elev
Sta
0
215
3.13
6.23
212.5
6.49
9.24
210
10.11
13.46
207.5
14.2
16.95
205
17.59
19.54
202.5
20.04
21.93
200
22.25
Addenda. Càlculs hydraulics
INPUT
Description: PK 0+880
Station Elevation Data
Sta
Elev
Sta
0
215.5
5.72
11.29
213
11.84
13.89
210.5
14.37
18.19
208
19.19
22.54
205.5
22.89
24.31
203
24.67
26.02
200.5
26.35
27.2
198
27.53
31.38
195.5
34.27
43.63
193
45.31
50.02
190.5
53.22
85.62
191
87.56
98.36
193.5
99.86
144.48
196.8
num=
Elev
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
188.9
191.5
194
66
Sta
8
12.39
15.31
20.19
23.23
25.01
26.57
27.86
37.22
46.98
69.52
93.89
101.41
Elev
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
188.9
192
194.5
Manning's n Values
Sta
n Val
Sta
0
.065
47.95
num=
n Val
.035
3
Sta
93.89
n Val
.065
Bank Sta: Left
47.95
Lengths: Left Channel
20
20
Right
93.89
Sta
10.19
12.89
16.26
21.19
23.56
25.35
26.78
28.18
40.25
47.95
79.4
95.38
143.98
Right
20
Elev
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
188.9
192.5
196
Sta
10.74
13.39
17.22
22.19
23.95
25.68
26.99
28.5
41.94
48.72
82.6
96.87
143.98
Coeff Contr.
.1
Elev
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.5
193
196.8
Expan.
.3
CROSS SECTION
RS: -860.0
RIVER: RIU
REACH: CARDENER
RS: -900.0
num=
Elev
214.5
212
209.5
207
204.5
202
199.5
INPUT
Description: PK 0+900
Station Elevation Data
Sta
Elev
Sta
0
216
.39
2.07
218.5
3.11
14.5
217.5
15.65
18.39
215
18.91
20.62
212.5
21.02
22.25
210
23.64
29.28
207.5
30.72
num=
Elev
216.5
219
217
214.5
212
209.5
207
63
Sta
5.38
7.18
10.97
14.93
18.22
20.51
22.58
Elev
214
211.5
209
206.5
204
201.5
199
Sta
5.67
7.86
11.84
15.67
18.65
20.99
22.9
Elev
213.5
211
208.5
206
203.5
201
198.5
Sta
5.96
8.55
12.7
16.31
19.08
21.46
23.22
Elev
213
210.5
208
205.5
203
200.5
198
78
Sta
.79
4.7
16.51
19.44
21.33
25.04
32.15
Elev
217
219
216.5
214
211.5
209
206.5
Sta
1.15
7.59
17.38
19.83
21.64
26.44
33.5
Elev
217.5
218.5
216
213.5
211
208.5
206
Sta
1.44
10.04
17.89
20.23
21.94
27.84
33.63
Elev
218
218
215.5
213
210.5
208
205.5
Ajuntament de Manresa
33.77
35.8
39.03
39.55
47.88
58.89
66.31
105.75
114.03
205
202.5
200
197.5
195
192.5
188.8
191.5
194
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
33.91
36.36
39.15
39.58
52
59.79
82.22
109.57
114.86
204.5
202
199.5
197
194.5
192
188.8
192
194.5
34.06
37.02
39.27
39.61
56.12
60.94
94.05
110.69
158
204
201.5
199
196.5
194
191.5
188.8
192.5
197
Manning's n Values
Sta
n Val
Sta
0
.065
56.12
num=
n Val
.035
3
Sta
114.86
n Val
.065
Bank Sta: Left
56.12
Lengths: Left Channel
20
20
Right
114.86
34.64
37.68
39.4
39.64
57.06
61.19
97.45
111.74
Right
20
203.5
201
198.5
196
193.5
191
190.5
193
35.23
38.35
39.52
43.76
57.98
62.91
97.6
112.86
Coeff Contr.
.1
203
200.5
198
195.5
193
190.5
191
193.5
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -920.0
INPUT
Description: PK 0+920
Station Elevation Data
Sta
Elev
Sta
0
216
.65
3.38
218.5
4.02
28.56
219.5
30.64
34.18
217
34.68
36.48
214.5
36.88
38.22
212
39.08
42.57
209.5
43.65
48.64
207
50.04
52.96
204.5
53.43
56.11
202
56.4
57.43
199.5
57.58
58.09
197
58.19
69.71
194.5
73.53
76.44
192
77.33
99.02
188.7 110.23
132.23
192 133.04
136.07
194.5
150
num=
Elev
216.5
219
219
216.5
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
188.7
192.5
197
83
Sta
1.34
4.77
31.66
35.27
37.22
39.91
44.73
51.44
54.1
56.7
57.74
58.29
74.27
79.22
113.83
133.84
174
Elev
217
219.5
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.5
193
197.3
Manning's n Values
Sta
n Val
Sta
0
.065
79.22
num=
n Val
.035
3
Sta
132.23
n Val
.065
Bank Sta: Left
79.22
Lengths: Left Channel
20
20
Right
132.23
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
188.6
191.5
194
196.3
197.5
8.28
12.83
15.69
18.2
25
29.34
30.36
31.28
33.32
44.02
49.45
72.21
107.24
111.44
135.75
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
188.6
192
194.5
196.4
9.06
13.85
16.04
19.52
26.24
29.95
30.5
31.58
33.88
47.13
50.51
91.54
108.16
111.97
135.75
216.5
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
188.6
192.5
195
198.9
Manning's n Values
Sta
n Val
Sta
0
.065
54.56
num=
n Val
.035
3
Sta
100.24
n Val
.065
Bank Sta: Left
54.56
Lengths: Left Channel
19
19
Right
100.24
9.83
14.32
16.32
20.91
27.45
30.08
30.65
31.87
34.44
47.71
54.56
95.34
109.07
112.5
146
Right
19
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.5
193
195.5
198.9
10.8
14.78
16.6
22.51
28.08
30.17
30.82
32.16
37.77
48.28
56.37
100.24
109.99
113.75
146
Coeff Contr.
.1
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
197.5
Expan.
.3
CROSS SECTION
Sta
2.07
5.57
33.19
35.68
37.55
40.73
45.82
51.95
54.76
56.99
57.9
62.09
75.01
80.71
114.38
134.61
Right
20
Elev
217.5
220
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
Sta
2.75
27.1
33.69
36.08
37.89
41.55
47.24
52.47
55.43
57.26
57.99
65.89
75.73
84.31
126.57
135.37
Coeff Contr.
.1
Elev
218
220
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
188.7
191.5
194
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -940.0
INPUT
Description: PK 0+940
Station Elevation Data
Sta
Elev
Sta
0
220
1.57
num=
Elev
219.5
Addenda. Càlculs hydraulics
7.48
11.8
15.23
16.88
23.76
28.71
30.26
30.99
32.74
40.91
48.86
60.17
100.94
110.92
123.75
146.2
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 0+959 R
Station Elevation Data
Sta
Elev
Sta
0
219
8.08
20.87
216.5
21.82
27.29
214
27.74
29.48
211.5
29.79
34.05
209
35.87
40.41
206.5
41.28
42.88
204
43.13
44.29
201.5
44.66
46.1
199
46.49
50.64
196.5
51.99
60.03
194
60.52
63.59
191.5
64.43
83.81
188.5
87.43
122.79
191.5 123.35
129.27
194
131
145.05
196.3
154
165
197.4
num=
Elev
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
188.5
192
194.5
196.3
81
Sta
17.79
23.13
28.2
30.1
37.73
41.68
43.38
45.04
46.9
54.17
61.02
69.57
107.68
125.52
132.56
154
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
188.5
192.5
195
198.8
Manning's n Values
Sta
n Val
Sta
0
.065
69.57
num=
n Val
.035
3
Sta
113.68
n Val
.065
Bank Sta: Left
69.57
Lengths: Left Channel
.25
.25
CROSS SECTION
81
Sta
3.26
Elev
219
Sta
4.92
Elev
218.5
Sta
6.64
Elev
218
RS: -959
RIVER: RIU
Right
113.68
Sta
18.86
24.5
28.67
30.41
38.63
42.08
43.64
45.42
47.75
56.13
61.52
71.11
113.68
127.07
133.81
162
Right
.25
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190
190.5
193
195.5
198.8
Sta
19.86
25.84
29.15
32.23
39.52
42.48
43.91
45.74
48.99
58.09
62.02
76.11
121.72
128.19
135.05
162
Coeff Contr.
.1
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
188.5
191
193.5
196
197.3
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
REACH: CARDENER
RS: -959.25*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
7.931
18.854 217.494 19.493
21.417 216.207 22.119
24.514 214.992 25.363
27.386 213.618 27.679
28.935 212.122
29.24
29.887 210.742 30.385
31.635 209.851 31.901
35.207 208.682 36.087
38.79 207.326 39.664
40.941 205.97 41.303
42.333 204.316 42.579
43.75 202.338 43.835
44.598 201.23 44.895
45.631 199.787 45.711
46.537 198.774 46.868
48.085 197.766 48.138
49.705 196.875 50.607
53.67 195.652 55.093
59.402 193.88 59.488
61.566 192.457 62.415
64.671 191.394 65.201
69.833 190.212 73.344
87.166 188.97 88.017
117.547 190.965 120.019
124.292 192.07 124.443
128.04 193.37 128.556
130.877 194.547 132.332
142.27 196.217 145.831
154.431
198.8 161.582
165
197.4
num=
Elev
218.509
217.18
215.92
214.677
213.351
211.667
210.512
209.694
208.444
206.896
205.577
203.908
202.225
200.787
199.676
198.522
197.738
196.495
195.251
193.809
192.198
191.229
189.339
188.97
191.21
192.135
193.545
194.885
196.3
198.8
151
Sta
8.563
19.988
22.703
25.966
28.14
29.4
30.894
32.229
37.033
39.987
41.695
42.828
44.174
45.022
45.976
46.94
48.477
51.03
57.017
59.893
63.24
65.731
74.86
109.18
121.785
124.981
129.464
133.831
152.467
161.582
Manning's n Values
Sta
n Val
Sta
0
.065 68.285
num=
n Val
.035
3
Sta
115.69
Bank Sta: Left
68.285
Lengths: Left Channel
.25
.25
Right
115.69
Elev
218.475
216.938
215.677
214.466
212.939
211.428
210.28
209.5
208.189
206.733
205.15
203.509
201.784
200.616
199.304
198.478
197.534
196.335
194.771
193.476
191.773
191.065
188.97
188.97
191.421
192.544
193.942
195.269
196.3
198.425
Sta
17.461
20.485
23.126
26.786
28.612
29.544
31.244
33.421
37.916
40.518
41.885
43.099
44.208
45.249
46.034
47.332
48.858
51.921
57.411
60.384
63.622
67.395
83.231
115.69
123.061
126.263
129.632
135.032
152.467
162.117
Elev
218.017
216.691
215.507
214.178
212.525
211.213
210.082
209.173
207.756
206.431
204.944
203.088
201.74
200.308
199.224
198.232
197.321
196.094
194.672
193.071
191.722
190.816
188.97
190.625
191.608
192.856
194.015
195.652
196.925
198.429
Sta
18.512
21.048
24.047
27.228
28.923
29.848
31.572
34.158
38.016
40.91
42.088
43.472
44.581
45.446
46.251
47.735
49.272
53.169
58.921
60.874
64.141
68.285
85.099
116.909
123.415
127.066
130.669
136.223
154.431
162.117
Elev
217.629
216.398
215.167
213.764
212.14
210.76
209.888
208.97
207.707
206.004
204.723
202.663
201.255
200.057
199.027
197.983
197.1
195.786
194.284
192.667
191.558
190.625
188.97
190.809
191.661
193.057
194.482
196.035
196.925
197.304
n Val
.065
Right
.25
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
18.5 217.663
21.014 216.414
24.053 215.161
26.871 213.912
28.391 212.743
29.325 211.495
31.039 210.203
RS: -959.5*
Data
Sta
7.782
19.126
21.702
24.885
27.158
28.69
29.814
31.301
Addenda. Càlculs hydraulics
num=
Elev
218.518
217.359
216.114
214.854
213.702
212.334
211.175
209.963
151
Sta
8.402
19.612
22.276
25.477
27.611
28.847
30.313
31.623
Elev
218.483
217.125
215.855
214.644
213.377
212.119
210.854
209.667
Sta
17.133
20.099
22.69
26.282
28.073
28.988
30.656
32.792
Elev
218.034
216.883
215.671
214.356
213.051
211.926
210.555
209.346
Sta
18.163
20.652
23.595
26.715
28.379
29.287
30.978
33.516
Elev
217.758
216.599
215.334
214.028
212.76
211.52
210.259
209.147
34.545
38.06
40.171
41.537
42.927
43.758
44.773
45.661
47.18
48.769
52.66
58.284
60.407
63.454
68.556
86.902
119.481
125.951
129.547
132.268
143.197
154.862
165
208.864
207.652
206.48
205.131
203.559
202.487
201.075
199.849
198.533
197.251
195.935
194.26
193.138
191.929
190.423
189.44
191.31
192.713
193.914
195.031
196.244
198.8
197.4
35.408
38.917
40.526
41.777
43.01
44.05
44.85
45.986
47.232
49.655
54.056
58.369
61.241
63.974
72.086
87.821
121.853
126.096
130.041
133.663
146.613
161.721
Manning's n Values
Sta
n Val
0
.065
Bank Sta: Left
67
Sta
67
Right
117.7
208.63
207.291
206.154
204.816
203.45
202.075
200.951
199.545
198.492
196.83
195.501
194.206
192.897
191.653
189.726
189.44
191.64
192.769
194.09
195.269
196.3
198.8
36.336
39.235
40.911
42.022
43.343
44.174
45.11
46.057
47.564
50.069
55.944
58.766
62.05
64.494
73.61
110.68
123.547
126.613
130.913
135.101
152.978
161.721
208.377
207.155
205.8
204.506
203.023
201.91
200.536
199.485
198.19
196.67
195.043
193.951
192.546
191.377
189.44
189.44
191.947
193.087
194.461
195.539
196.3
198.05
num=
n Val
.035
3
Sta
117.7
n Val
.065
Lengths: Left Channel
.25
.25
37.203
39.755
41.096
42.288
43.376
44.397
45.167
46.441
47.939
50.944
56.331
59.247
62.424
66.126
82.651
117.7
124.771
127.842
131.073
136.253
152.978
162.235
Right
.25
208.013
206.861
205.63
204.176
202.98
201.616
200.447
199.155
197.881
196.396
194.948
193.642
192.481
191.044
189.44
190.75
192.239
193.404
194.53
195.805
197.55
198.058
37.301
40.14
41.296
42.654
43.742
44.59
45.381
46.837
48.344
52.169
57.812
59.729
62.934
67
84.669
118.869
125.11
128.613
132.069
137.396
154.862
162.235
Coeff Contr.
.1
207.971
206.508
205.446
203.825
202.51
201.371
200.185
198.822
197.567
196.072
194.568
193.333
192.205
190.75
189.44
191.039
192.322
193.613
194.963
196.07
197.55
197.308
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
18.145 217.831
20.611 216.621
23.591 215.331
26.355 214.206
27.846 213.365
28.762 212.247
30.444 210.554
33.882 209.046
37.33 207.978
39.4 206.99
40.74 205.947
42.103 204.779
42.919 203.743
43.914 202.362
44.786 200.925
46.275 199.299
47.834 197.626
51.65 196.217
57.166 194.641
59.249 193.819
62.237 192.465
RS: -959.75*
Data
Sta
7.632
18.76
21.286
24.408
26.637
28.139
29.242
30.7
34.729
38.171
39.748
40.976
42.185
43.205
43.99
45.104
46.326
48.702
53.02
57.249
60.066
62.747
num=
Elev
218.528
217.539
216.307
215.031
214.053
213.001
211.837
210.231
208.815
207.687
206.731
205.724
204.675
203.362
202.225
200.567
199.246
197.165
195.752
194.603
193.595
192.076
151
Sta
8.241
19.236
21.848
24.989
27.081
28.293
29.731
31.017
35.639
38.482
40.126
41.216
42.511
43.327
44.245
45.173
46.652
49.109
54.871
57.639
60.86
63.257
Elev
218.492
217.313
216.032
214.822
213.816
212.809
211.427
209.833
208.566
207.578
206.45
205.503
204.261
203.205
201.768
200.493
198.845
197.004
195.314
194.427
193.32
191.688
Sta
16.804
19.714
22.255
25.778
27.535
28.432
30.068
32.163
36.489
38.993
40.308
41.477
42.544
43.546
44.301
45.551
47.019
49.967
55.25
58.111
61.227
64.858
Elev
218.051
217.074
215.836
214.533
213.576
212.639
211.027
209.518
208.269
207.292
206.315
205.265
204.22
202.924
201.671
200.077
198.44
196.698
195.224
194.213
193.241
191.272
Sta
17.815
20.256
23.142
26.203
27.834
28.725
30.384
32.873
36.585
39.37
40.504
41.836
42.903
43.735
44.51
45.938
47.417
51.168
56.704
58.583
61.727
65.715
Elev
217.887
216.799
215.501
214.292
213.38
212.28
210.629
209.323
208.236
207.012
206.169
204.988
203.765
202.686
201.342
199.661
198.033
196.357
194.852
194
192.853
190.875
Ajuntament de Manresa
67.28
86.638
121.416
127.611
131.053
133.659
144.123
155.292
165
190.635
189.91
191.655
193.357
194.457
195.516
196.272
198.8
197.4
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
70.828
87.626
123.686
127.75
131.527
134.995
147.394
161.861
190.113
189.91
192.07
193.404
194.636
195.654
196.3
198.8
72.36
112.18
125.308
128.244
132.361
136.372
153.489
161.861
189.91
189.91
192.474
193.631
194.981
195.808
196.3
197.675
Manning's n Values
Sta
n Val
Sta
0
.065 65.715
num=
n Val
.035
3
Sta
119.71
n Val
.065
Bank Sta: Left
65.715
Lengths: Left Channel
.25
.25
Right
119.71
82.072
119.71
126.48
129.421
132.515
137.475
153.489
162.352
Right
.25
189.91
190.875
192.869
193.952
195.044
195.957
198.175
197.687
84.24
120.83
126.805
130.159
133.468
138.569
155.292
162.352
Coeff Contr.
.1
189.91
191.27
192.983
194.169
195.445
196.106
198.175
197.312
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
27.29
29.48
34.05
40.41
42.88
44.29
46.1
50.64
60.03
63.59
87.43
125.52
132.56
154
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
190.38
192.5
195
198.8
27.74
29.79
35.87
41.28
43.13
44.66
46.49
51.99
60.52
64.43
113.68
127.07
133.81
162
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.38
193
195.5
198.8
28.2
30.1
37.73
41.68
43.38
45.04
46.9
54.17
61.02
69.57
121.72
128.19
135.05
162
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
197.3
Manning's n Values
Sta
n Val
Sta
0
.065
64.43
num=
n Val
.035
3
Sta
121.72
n Val
.065
Bank Sta: Left
64.43
Lengths: Left Channel
.25
.25
Right
121.72
28.67
30.41
38.63
42.08
43.64
45.42
47.75
56.13
61.52
71.11
122.79
129.27
145.05
165
Right
.25
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190.38
191.5
194
196.3
197.4
29.15
32.23
39.52
42.48
43.91
45.74
48.99
58.09
62.02
83.81
123.35
131
154
Coeff Contr.
.1
212
209.5
207
204.5
202
199.5
197
194.5
192
190.38
192
194.5
196.3
Expan.
.3
RS: -960.0
CROSS SECTION
INPUT
Description: PK 0+960
Station Elevation Data
Sta
Elev
Sta
0
219
8.08
20.87
216.5
21.82
27.29
214
27.74
29.48
211.5
29.79
34.05
209
35.87
40.41
206.5
41.28
42.88
204
43.13
44.29
201.5
44.66
46.1
199
46.49
50.64
196.5
51.99
60.03
194
60.52
63.59
191.5
64.43
87.43 190.38 113.68
125.52
192.5 127.07
132.56
195 133.81
154
198.8
162
num=
Elev
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.38
193
195.5
198.8
79
Sta
17.79
23.13
28.2
30.1
37.73
41.68
43.38
45.04
46.9
54.17
61.02
69.57
121.72
128.19
135.05
162
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
197.3
Manning's n Values
Sta
n Val
Sta
0
.065
64.43
num=
n Val
.035
3
Sta
121.72
n Val
.065
Bank Sta: Left
64.43
Lengths: Left Channel
.25
.25
Right
121.72
Sta
18.86
24.5
28.67
30.41
38.63
42.08
43.64
45.42
47.75
56.13
61.52
71.11
122.79
129.27
145.05
165
Right
.25
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190.38
191.5
194
196.3
197.4
Sta
19.86
25.84
29.15
32.23
39.52
42.48
43.91
45.74
48.99
58.09
62.02
83.81
123.35
131
154
Coeff Contr.
.1
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
190.38
192
194.5
196.3
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RIVER: RIU
REACH: CARDENER
RS: -960.5*
INPUT
Description:
Station Elevation
Sta
Elev
0
219
20.87
216.5
27.29
214
29.48
211.5
34.05
209
40.41
206.5
42.88
204
44.29
201.5
46.1
199
50.64
196.5
60.03
194
63.59
191.5
87.43 190.38
125.52
192.5
132.56
195
154
198.8
Data
Sta
8.08
21.82
27.74
29.79
35.87
41.28
43.13
44.66
46.49
51.99
60.52
64.43
113.68
127.07
133.81
162
num=
Elev
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.38
193
195.5
198.8
79
Sta
17.79
23.13
28.2
30.1
37.73
41.68
43.38
45.04
46.9
54.17
61.02
69.57
121.72
128.19
135.05
162
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
197.3
Manning's n Values
Sta
n Val
Sta
0
.065
64.43
num=
n Val
.035
3
Sta
121.72
n Val
.065
Bank Sta: Left
64.43
Lengths: Left Channel
.25
.25
Right
121.72
RS: -960.25*
CROSS SECTION
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
8.08
20.87
216.5
21.82
Addenda. Càlculs hydraulics
num=
Elev
218.5
216
79
Sta
17.79
23.13
Elev
218
215.5
Sta
18.86
24.5
Elev
217.5
215
Sta
19.86
25.84
Elev
217
214.5
RIVER: RIU
REACH: CARDENER
INPUT
RS: -960.75*
Sta
18.86
24.5
28.67
30.41
38.63
42.08
43.64
45.42
47.75
56.13
61.52
71.11
122.79
129.27
145.05
165
Right
.25
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190.38
191.5
194
196.3
197.4
Sta
19.86
25.84
29.15
32.23
39.52
42.48
43.91
45.74
48.99
58.09
62.02
83.81
123.35
131
154
Coeff Contr.
.1
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
190.38
192
194.5
196.3
Expan.
.3
Ajuntament de Manresa
Description:
Station Elevation
Sta
Elev
0
219
20.87
216.5
27.29
214
29.48
211.5
34.05
209
40.41
206.5
42.88
204
44.29
201.5
46.1
199
50.64
196.5
60.03
194
63.59
191.5
87.43 190.38
125.52
192.5
132.56
195
154
198.8
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Data
Sta
8.08
21.82
27.74
29.79
35.87
41.28
43.13
44.66
46.49
51.99
60.52
64.43
113.68
127.07
133.81
162
num=
Elev
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.38
193
195.5
198.8
79
Sta
17.79
23.13
28.2
30.1
37.73
41.68
43.38
45.04
46.9
54.17
61.02
69.57
121.72
128.19
135.05
162
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
197.3
Manning's n Values
Sta
n Val
Sta
0
.065
64.43
num=
n Val
.035
3
Sta
121.72
n Val
.065
Bank Sta: Left
64.43
Lengths: Left Channel
.25
.25
Right
121.72
Sta
18.86
24.5
28.67
30.41
38.63
42.08
43.64
45.42
47.75
56.13
61.52
71.11
122.79
129.27
145.05
165
Right
.25
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190.38
191.5
194
196.3
197.4
Sta
19.86
25.84
29.15
32.23
39.52
42.48
43.91
45.74
48.99
58.09
62.02
83.81
123.35
131
154
Coeff Contr.
.1
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
190.38
192
194.5
196.3
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -961
INPUT
Description: PK 0+961 R
Station Elevation Data
Sta
Elev
Sta
0
219
8.08
20.87
216.5
21.82
27.29
214
27.74
29.48
211.5
29.79
34.05
209
35.87
40.41
206.5
41.28
42.88
204
43.13
44.29
201.5
44.66
46.1
199
46.49
50.64
196.5
51.99
60.03
194
60.52
63.59
191.5
64.43
87.43 190.38 113.68
125.52
192.5 127.07
132.56
195 133.81
154
198.8
162
num=
Elev
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
190.38
193
195.5
198.8
79
Sta
17.79
23.13
28.2
30.1
37.73
41.68
43.38
45.04
46.9
54.17
61.02
69.57
121.72
128.19
135.05
162
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
197.3
Manning's n Values
Sta
n Val
Sta
0
.065
64.43
num=
n Val
.035
3
Sta
121.72
n Val
.065
Bank Sta: Left
64.43
Lengths: Left Channel
.25
.25
Right
121.72
CROSS SECTION
Addenda. Càlculs hydraulics
Sta
18.86
24.5
28.67
30.41
38.63
42.08
43.64
45.42
47.75
56.13
61.52
71.11
122.79
129.27
145.05
165
Right
.25
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190.38
191.5
194
196.3
197.4
Sta
19.86
25.84
29.15
32.23
39.52
42.48
43.91
45.74
48.99
58.09
62.02
83.81
123.35
131
154
Coeff Contr.
.1
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
190.38
192
194.5
196.3
Expan.
.3
RIVER: RIU
REACH: CARDENER
RS: -961.25*
INPUT
Description:
Station Elevation
Sta
Elev
0
219
18.145 217.831
20.611 216.621
23.591 215.331
26.355 214.206
27.846 213.365
28.762 212.247
30.444 210.554
33.882 209.046
37.33 207.978
39.4 206.99
40.74 205.947
42.103 204.779
42.919 203.743
43.914 202.362
44.786 200.925
46.275 199.299
47.834 197.626
51.65 196.217
57.166 194.641
59.249 193.819
62.237 192.465
70.647 189.961
88.248 189.71
125.52
192.5
132.56
195
154
198.8
Data
Sta
7.632
18.76
21.286
24.408
26.637
28.139
29.242
30.7
34.729
38.171
39.748
40.976
42.185
43.205
43.99
45.104
46.326
48.702
53.02
57.249
60.066
62.747
72.125
114.18
127.07
133.81
162
num=
Elev
218.528
217.539
216.307
215.031
214.053
213.001
211.837
210.231
208.815
207.687
206.731
205.724
204.675
203.362
202.225
200.567
199.246
197.165
195.752
194.603
193.595
192.076
189.71
189.71
193
195.5
198.8
134
Sta
8.241
19.236
21.848
24.989
27.081
28.293
29.731
31.017
35.639
38.482
40.126
41.216
42.511
43.327
44.245
45.173
46.652
49.109
54.871
57.639
60.86
63.257
81.095
121.72
128.19
135.05
162
Elev
218.492
217.313
216.032
214.822
213.816
212.809
211.427
209.833
208.566
207.578
206.45
205.503
204.261
203.205
201.768
200.493
198.845
197.004
195.314
194.427
193.32
191.688
189.71
191
193.5
196
197.3
Manning's n Values
Sta
n Val
Sta
0
.065 65.715
num=
n Val
.035
3
Sta
121.72
n Val
.065
Bank Sta: Left
65.715
Lengths: Left Channel
.25
.25
Right
121.72
Sta
16.804
19.714
22.255
25.778
27.535
28.432
30.068
32.163
36.489
38.993
40.308
41.477
42.544
43.546
44.301
45.551
47.019
49.967
55.25
58.111
61.227
64.858
84.671
122.79
129.27
145.05
165
Right
.25
Elev
218.051
217.074
215.836
214.533
213.576
212.639
211.027
209.518
208.269
207.292
206.315
205.265
204.22
202.924
201.671
200.077
198.44
196.698
195.224
194.213
193.241
191.272
189.71
191.5
194
196.3
197.4
Sta
17.815
20.256
23.142
26.203
27.834
28.725
30.384
32.873
36.585
39.37
40.504
41.836
42.903
43.735
44.51
45.938
47.417
51.168
56.704
58.583
61.727
65.715
84.853
123.35
131
154
Coeff Contr.
.1
Elev
217.887
216.799
215.501
214.292
213.38
212.28
210.629
209.323
208.236
207.012
206.169
204.988
203.765
202.686
201.342
199.661
198.033
196.357
194.852
194
192.853
190.875
189.71
192
194.5
196.3
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
18.5 217.663
21.014 216.414
24.053 215.161
26.871 213.912
28.391 212.743
29.325 211.495
31.039 210.203
34.545 208.864
38.06 207.652
RS: -961.5*
Data
Sta
7.782
19.126
21.702
24.885
27.158
28.69
29.814
31.301
35.408
38.917
num=
Elev
218.518
217.359
216.114
214.854
213.702
212.334
211.175
209.963
208.63
207.291
134
Sta
8.402
19.612
22.276
25.477
27.611
28.847
30.313
31.623
36.336
39.235
Elev
218.483
217.125
215.855
214.644
213.377
212.119
210.854
209.667
208.377
207.155
Sta
17.133
20.099
22.69
26.282
28.073
28.988
30.656
32.792
37.203
39.755
Elev
218.034
216.883
215.671
214.356
213.051
211.926
210.555
209.346
208.013
206.861
Sta
18.163
20.652
23.595
26.715
28.379
29.287
30.978
33.516
37.301
40.14
Elev
217.758
216.599
215.334
214.028
212.76
211.52
210.259
209.147
207.971
206.508
Ajuntament de Manresa
40.171
41.537
42.927
43.758
44.773
45.661
47.18
48.769
52.66
58.284
60.407
63.454
71.724
89.065
125.52
132.56
154
206.48
205.131
203.559
202.487
201.075
199.849
198.533
197.251
195.935
194.26
193.138
191.929
189.423
189.04
192.5
195
198.8
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
40.526
41.777
43.01
44.05
44.85
45.986
47.232
49.655
54.056
58.369
61.241
63.974
73.14
114.68
127.07
133.81
162
Manning's n Values
Sta
n Val
0
.065
Bank Sta: Left
67
Sta
67
Right
121.72
206.154
204.816
203.45
202.075
200.951
199.545
198.492
196.83
195.501
194.206
192.897
191.653
189.04
189.04
193
195.5
198.8
40.911
42.022
43.343
44.174
45.11
46.057
47.564
50.069
55.944
58.766
62.05
64.494
82
121.72
128.19
135.05
162
205.8
204.506
203.023
201.91
200.536
199.485
198.19
196.67
195.043
193.951
192.546
191.377
189.04
191
193.5
196
197.3
num=
n Val
.035
3
Sta
121.72
n Val
.065
Lengths: Left Channel
.25
.25
41.096
42.288
43.376
44.397
45.167
46.441
47.939
50.944
56.331
59.247
62.424
66.126
85.533
122.79
129.27
145.05
165
Right
.25
205.63
204.176
202.98
201.616
200.447
199.155
197.881
196.396
194.948
193.642
192.481
191.044
189.04
191.5
194
196.3
197.4
41.296
42.654
43.742
44.59
45.381
46.837
48.344
52.169
57.812
59.729
62.934
67
85.712
123.35
131
154
Coeff Contr.
.1
205.446
203.825
202.51
201.371
200.185
198.822
197.567
196.072
194.568
193.333
192.205
190.75
189.04
192
194.5
196.3
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
18.854 217.494
21.417 216.207
24.514 214.992
27.386 213.618
28.935 212.122
29.887 210.742
31.635 209.851
35.207 208.682
38.79 207.326
40.941 205.97
42.333 204.316
43.75 202.338
44.598 201.23
45.631 199.787
46.537 198.774
48.085 197.766
49.705 196.875
53.67 195.652
59.402 193.88
61.566 192.457
64.671 191.394
72.802 188.884
89.883 188.37
125.52
192.5
132.56
195
154
198.8
RS: -961.75*
Data
Sta
7.931
19.493
22.119
25.363
27.679
29.24
30.385
31.901
36.087
39.664
41.303
42.579
43.835
44.895
45.711
46.868
48.138
50.607
55.093
59.488
62.415
65.201
74.155
115.18
127.07
133.81
162
Addenda. Càlculs hydraulics
num=
Elev
218.509
217.18
215.92
214.677
213.351
211.667
210.512
209.694
208.444
206.896
205.577
203.908
202.225
200.787
199.676
198.522
197.738
196.495
195.251
193.809
192.198
191.229
188.37
188.37
193
195.5
198.8
134
Sta
8.563
19.988
22.703
25.966
28.14
29.4
30.894
32.229
37.033
39.987
41.695
42.828
44.174
45.022
45.976
46.94
48.477
51.03
57.017
59.893
63.24
65.731
82.905
121.72
128.19
135.05
162
Elev
218.475
216.938
215.677
214.466
212.939
211.428
210.28
209.5
208.189
206.733
205.15
203.509
201.784
200.616
199.304
198.478
197.534
196.335
194.771
193.476
191.773
191.065
188.37
191
193.5
196
197.3
Sta
17.461
20.485
23.126
26.786
28.612
29.544
31.244
33.421
37.916
40.518
41.885
43.099
44.208
45.249
46.034
47.332
48.858
51.921
57.411
60.384
63.622
67.395
86.394
122.79
129.27
145.05
165
Elev
218.017
216.691
215.507
214.178
212.525
211.213
210.082
209.173
207.756
206.431
204.944
203.088
201.74
200.308
199.224
198.232
197.321
196.094
194.672
193.071
191.722
190.816
188.37
191.5
194
196.3
197.4
Sta
18.512
21.048
24.047
27.228
28.923
29.848
31.572
34.158
38.016
40.91
42.088
43.472
44.581
45.446
46.251
47.735
49.272
53.169
58.921
60.874
64.141
68.285
86.571
123.35
131
154
Elev
217.629
216.398
215.167
213.764
212.14
210.76
209.888
208.97
207.707
206.004
204.723
202.663
201.255
200.057
199.027
197.983
197.1
195.786
194.284
192.667
191.558
190.625
188.37
192
194.5
196.3
Manning's n Values
Sta
n Val
Sta
0
.065 68.285
num=
n Val
.035
Bank Sta: Left
68.285
Lengths: Left Channel
.25
.25
Right
121.72
3
Sta
121.72
n Val
.065
Right
.25
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -962
INPUT
Description: PK 0+962 R
Station Elevation Data
Sta
Elev
Sta
0
219
8.08
20.87
216.5
21.82
27.29
214
27.74
29.48
211.5
29.79
34.05
209
35.87
40.41
206.5
41.28
42.88
204
43.13
44.29
201.5
44.66
46.1
199
46.49
50.64
196.5
51.99
60.03
194
60.52
63.59
191.5
64.43
87.43
187.7 115.68
125.52
192.5 127.07
132.56
195 133.81
154
198.8
162
num=
Elev
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
187.7
193
195.5
198.8
79
Sta
17.79
23.13
28.2
30.1
37.73
41.68
43.38
45.04
46.9
54.17
61.02
69.57
121.72
128.19
135.05
162
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
191
193.5
196
197.3
Manning's n Values
Sta
n Val
Sta
0
.065
69.57
num=
n Val
.035
3
Sta
121.72
n Val
.065
Bank Sta: Left
69.57
Lengths: Left Channel
1
1
Right
121.72
Sta
18.86
24.5
28.67
30.41
38.63
42.08
43.64
45.42
47.75
56.13
61.52
75.17
122.79
129.27
145.05
165
Right
1
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
187.7
191.5
194
196.3
197.4
Sta
19.86
25.84
29.15
32.23
39.52
42.48
43.91
45.74
48.99
58.09
62.02
83.81
123.35
131
154
Coeff Contr.
.1
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
187.7
192
194.5
196.3
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
20.076 217.058
23.381 215.599
26.121 214.558
28.061 213.536
29.8 211.612
30.741 210.163
32.804 209.526
36.26 208.528
39.05 207.521
40.625 206.59
42.045 205.547
RS: -963.*
Data
Sta
.761
21.097
23.825
26.218
28.506
29.828
31.443
33.125
36.288
39.348
40.849
42.133
num=
Elev
218.928
216.585
215.432
214.524
213.07
211.569
209.959
209.416
208.521
207.343
206.459
205.439
156
Sta
8.168
22.057
24.569
27.14
28.982
30.114
32.246
33.455
37.691
39.779
41.098
42.527
Elev
218.49
216.111
215.15
214.2
212.584
211.129
209.725
209.303
208.141
207.089
206.311
204.956
Sta
17.983
22.261
24.766
27.587
29.016
30.427
32.525
34.42
38.14
39.95
41.572
42.537
Elev
218.006
216.038
215.076
214.042
212.549
210.646
209.625
209.037
208.018
206.989
206.029
204.944
Sta
19.065
23.047
25.296
28.041
29.467
30.64
32.58
34.876
38.959
40.202
41.729
42.941
Elev
217.532
215.73
214.871
213.556
212.096
210.318
209.606
208.911
207.575
206.84
205.935
204.445
Ajuntament de Manresa
43.346
44.114
44.412
45.53
46.995
51.033
52.901
56.925
59.766
61.683
64.247
74.054
87.437
116.102
125.851
132.819
141.842
145.18
146.692
164.924
203.946
202.478
201.886
200.421
198.5
196.6
195.926
194.928
194.137
192.905
191.427
188.599
187.694
187.694
192.367
194.739
195.938
196.169
196.283
197.406
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
43.364
44.21
44.522
45.638
47.41
51.19
54.245
58.261
60.273
62.189
64.281
74.712
88.02
121.552
127.385
134.056
143.301
145.233
154.037
203.911
202.307
201.723
200.283
198.024
196.55
195.61
194.582
193.987
192.418
191.417
188.255
187.694
190.637
192.842
195.213
196.007
196.172
196.317
43.599
44.269
44.771
45.914
48.269
51.768
54.759
58.721
60.682
62.235
65.13
75.833
90.099
122.091
128.494
135.283
143.775
145.537
154.037
203.456
202.177
201.4
199.939
197.545
196.328
195.489
194.447
193.877
192.373
190.94
187.694
187.694
190.944
193.316
195.688
196.049
196.2
198.678
Manning's n Values
Sta
n Val
Sta
0
.065 70.326
num=
3
n Val
Sta
.035 122.091
Bank Sta: Left
Right
70.326 122.091
Lengths: Left Channel
1
1
43.778
44.336
44.945
46.237
49.522
52.36
55.581
58.76
61.178
62.694
70.326
84.208
90.722
123.15
129.563
139.606
144.249
145.926
161.955
203.109
202.032
201.169
199.46
197.062
196.095
195.276
194.435
193.391
191.932
190.444
187.694
187.694
191.418
193.79
195.818
196.09
196.228
198.714
43.851
44.387
45.145
46.601
50.263
52.555
56.74
59.267
61.254
63.224
73.339
84.422
107.505
123.704
131.275
140.505
144.723
146.303
161.955
202.968
201.926
200.909
198.98
196.846
196.018
194.976
194.285
193.317
191.759
188.97
187.694
187.694
191.891
194.265
195.872
196.131
196.256
197.298
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
20.292 217.117
23.633 215.698
26.402 214.617
28.363 213.592
30.121 211.724
31.071 210.326
33.157 209.613
36.65 208.557
39.47 207.543
41.062 206.555
42.497 205.485
43.812 203.891
44.589 202.457
44.89 201.804
46.019 200.342
47.501
198.5
51.581 196.653
53.47 195.93
57.537 194.903
60.409 194.041
62.346 192.809
64.938 191.343
74.747 188.593
88.031 187.689
RS: -964.*
Data
Sta
.769
21.324
24.081
26.5
28.813
30.149
31.781
33.482
36.678
39.771
41.288
42.586
43.83
44.685
45.001
46.129
47.919
51.741
54.829
58.888
60.922
62.857
64.972
75.394
88.61
Addenda. Càlculs hydraulics
num=
Elev
218.903
216.67
215.524
214.582
213.141
211.683
210.108
209.479
208.549
207.353
206.418
205.379
203.857
202.289
201.621
200.207
198.049
196.599
195.604
194.548
193.87
192.336
191.333
188.24
187.689
156
Sta
8.256
22.294
24.833
27.431
29.293
30.438
32.593
33.815
38.096
40.207
41.54
42.984
44.068
44.745
45.253
46.407
48.788
52.325
55.347
59.353
61.335
62.904
65.83
76.497
90.676
Elev
218.481
216.223
215.23
214.247
212.669
211.258
209.858
209.344
208.162
207.084
206.263
204.9
203.413
202.137
201.301
199.878
197.59
196.367
195.479
194.393
193.755
192.293
190.881
187.689
187.689
Sta
18.177
22.501
25.033
27.883
29.328
30.754
32.875
34.79
38.55
40.379
42.019
42.995
44.249
44.813
45.428
46.734
50.055
52.923
56.179
59.392
61.836
63.368
71.082
84.821
91.296
Elev
Sta
218.011
19.27
216.154 23.295
215.152 25.568
214.084 28.343
212.635 29.784
210.792 30.969
209.736 32.931
209.073 35.251
208.036 39.378
206.978 40.634
205.968 42.177
204.888 43.403
203.073 44.323
201.972 44.864
201.071 45.631
199.42 47.102
197.124 50.804
196.119
53.12
195.26
57.35
194.38 59.905
193.282 61.913
191.863 63.904
190.389 74.044
187.689 85.034
187.689 107.978
Elev
217.564
215.834
214.937
213.612
212.191
210.476
209.711
208.946
207.6
206.82
205.87
204.389
202.935
201.852
200.817
198.961
196.914
196.036
194.952
194.21
193.211
191.685
188.972
187.689
187.689
116.523
126.183
133.077
142.007
145.31
146.806
164.848
187.689
192.234
194.478
195.677
196.039
196.267
197.411
121.928
127.701
134.302
143.45
145.362
154.075
190.57
192.683
194.927
195.772
196.044
196.334
122.461
128.798
135.516
143.919
145.663
154.075
190.889
193.131
195.375
195.84
196.1
198.556
Manning's n Values
Sta
n Val
Sta
0
.065 71.082
num=
3
n Val
Sta
.035 122.461
n Val
.065
Bank Sta: Left
Right
71.082 122.461
Lengths: Left Channel
1
1
123.509
129.855
139.793
144.388
146.048
161.91
Right
1
191.337
193.579
195.505
195.908
196.156
198.628
124.057
131.55
140.684
144.857
146.421
161.91
Coeff Contr.
.1
191.783
194.029
195.585
195.977
196.211
197.295
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -965.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.777
20.508 217.175
21.55
23.884 215.798 24.338
26.683 214.675 26.782
28.665 213.649 29.119
30.441 211.836
30.47
31.402 210.49 32.119
33.51 209.699 33.838
37.04 208.585 37.068
39.89 207.564 40.194
41.498 206.521 41.728
42.949 205.424 43.039
44.278 203.837 44.297
45.063 202.435
45.16
45.367 201.723
45.48
46.509 200.263
46.62
48.006
198.5 48.429
52.13 196.706 52.291
54.039 195.935 55.412
58.149 194.878 59.514
61.051 193.945
61.57
63.01 192.714 63.526
65.629 191.259 65.663
75.44 188.587 76.077
88.625 187.683 89.201
116.945 187.683 122.303
126.514 192.101 128.016
133.336 194.218 134.547
142.171 195.416 143.599
145.439 195.908 145.492
146.92 196.25 154.112
164.772 197.417
156
Sta
8.343
22.531
25.098
27.723
29.605
30.761
32.94
34.175
38.501
40.635
41.982
43.442
44.536
45.221
45.734
46.901
49.307
52.881
55.936
59.984
61.987
63.573
66.531
77.16
91.254
122.832
129.101
135.749
144.063
145.789
154.112
Elev
218.471
216.334
215.309
214.294
212.753
211.387
209.992
209.385
208.183
207.079
206.215
204.844
203.369
202.098
201.201
199.816
197.634
196.407
195.468
194.34
193.632
192.212
190.821
187.683
187.683
190.833
192.947
195.063
195.631
196
198.434
Manning's n Values
Sta
n Val
Sta
0
.065 71.838
num=
3
n Val
Sta
.035 122.832
n Val
.065
Bank Sta: Left
Lengths: Left Channel
Right
num=
Elev
218.878
216.755
215.616
214.639
213.211
211.796
210.258
209.543
208.577
207.362
206.377
205.318
203.804
202.271
201.52
200.132
198.073
196.649
195.597
194.513
193.754
192.254
191.25
188.225
187.683
190.503
192.525
194.64
195.536
195.917
196.351
Sta
18.37
22.74
25.299
28.18
29.64
31.081
33.225
35.16
38.96
40.809
42.466
43.452
44.72
45.29
45.912
47.231
50.587
53.486
56.776
60.024
62.493
64.042
71.838
85.434
91.87
123.869
130.148
139.981
144.528
146.17
161.865
Right
Elev
218.017
216.269
215.227
214.126
212.72
210.939
209.846
209.11
208.054
206.966
205.908
204.831
203.037
201.911
200.973
199.38
197.186
196.143
195.244
194.325
193.173
191.795
190.333
187.683
187.683
191.255
193.369
195.193
195.726
196.083
198.543
Sta
19.475
23.543
25.84
28.644
30.1
31.299
33.281
35.626
39.797
41.067
42.626
43.865
44.794
45.342
46.116
47.603
51.344
53.685
57.96
60.542
62.571
64.584
74.75
85.645
108.451
124.411
131.824
140.862
144.992
146.539
161.865
Coeff Contr.
Elev
217.596
215.938
215.004
213.668
212.287
210.634
209.817
208.98
207.625
206.8
205.806
204.334
202.903
201.778
200.726
198.941
196.982
196.053
194.928
194.134
193.104
191.611
188.973
187.683
187.683
191.674
193.794
195.299
195.822
196.167
197.293
Expan.
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
71.838 122.832
1
1
1
.1
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.785
20.723 217.234 21.777
24.136 215.897 24.594
26.963 214.734 27.064
28.966 213.706 29.426
30.762 211.948
30.79
31.732 210.653 32.457
33.862 209.786 34.194
37.429 208.613 37.458
40.309 207.585 40.617
41.935 206.486 42.167
43.401 205.362 43.492
44.744 203.783 44.763
45.537 202.413 45.636
45.845 201.641 45.958
46.998 200.184
47.11
48.511
198.5 48.939
52.679 196.759 52.841
54.607 195.939 55.995
58.762 194.853
60.14
61.694 193.848 62.218
63.673 192.618 64.194
66.319 191.175 66.354
76.134 188.582 76.759
89.218 187.678 89.791
117.367 187.678 122.678
126.845 191.968 128.331
133.595 193.957 134.793
142.336 195.155 143.749
145.569 195.777 145.621
147.034 196.233 154.15
164.696 197.422
RS: -966.*
num=
Elev
218.853
216.839
215.709
214.696
213.282
211.91
210.407
209.607
208.605
207.371
206.336
205.258
203.75
202.253
201.419
200.056
198.097
196.698
195.591
194.479
193.637
192.172
191.166
188.21
187.678
190.436
192.367
194.354
195.3
195.789
196.368
156
Sta
8.431
22.769
25.362
28.015
29.916
31.085
33.286
34.534
38.907
41.062
42.424
43.899
45.005
45.697
46.215
47.395
49.826
53.438
56.525
60.615
62.64
64.242
67.231
77.823
91.832
123.202
129.405
135.982
144.208
145.915
154.15
Elev
218.462
216.445
215.389
214.341
212.837
211.516
210.126
209.426
208.204
207.074
206.168
204.788
203.326
202.058
201.101
199.755
197.679
196.446
195.457
194.286
193.509
192.131
190.762
187.678
187.678
190.778
192.763
194.75
195.422
195.9
198.312
Manning's n Values
Sta
n Val
Sta
0
.065 72.594
num=
3
n Val
Sta
.035 123.202
Bank Sta: Left
Right
72.594 123.202
Lengths: Left Channel
1
1
Sta
18.563
22.979
25.565
28.476
29.952
31.409
33.574
35.53
39.37
41.238
42.913
43.909
45.19
45.766
46.395
47.728
51.12
54.049
57.374
60.655
63.151
64.716
72.594
86.047
92.444
124.228
130.441
140.169
144.667
146.292
161.819
Elev
218.022
216.385
215.303
214.168
212.805
211.085
209.956
209.147
208.072
206.955
205.847
204.775
203.001
201.85
200.875
199.34
197.247
196.167
195.227
194.27
193.064
191.726
190.278
187.678
187.678
191.173
193.159
194.88
195.545
196.011
198.457
Sta
19.68
23.791
26.112
28.946
30.417
31.628
33.631
36
40.216
41.499
43.075
44.326
45.266
45.819
46.602
48.104
51.884
54.25
58.57
61.179
63.23
65.263
75.455
86.257
108.924
124.765
132.099
141.041
145.126
146.657
161.819
Elev
217.628
216.042
215.07
213.725
212.383
210.792
209.923
209.015
207.65
206.78
205.741
204.278
202.87
201.704
200.635
198.921
197.05
196.071
194.904
194.058
192.997
191.537
188.975
187.678
187.678
191.566
193.558
195.012
195.667
196.122
197.29
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -967.*
INPUT
Description:
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
219
.794 218.827
Addenda. Càlculs hydraulics
156
Sta
Elev
8.519 218.452
Sta
Elev
18.757 218.028
Sta
19.885
Elev
217.66
20.939
24.387
27.244
29.268
31.082
32.063
34.215
37.819
40.729
42.372
43.853
45.21
46.011
46.322
47.488
49.016
53.227
55.176
59.374
62.337
64.336
67.01
76.827
89.812
117.788
127.177
133.853
142.5
145.699
147.148
164.619
217.292
215.996
214.792
213.763
212.06
210.816
209.873
208.642
207.607
206.451
205.301
203.728
202.392
201.56
200.105
198.5
196.812
195.943
194.827
193.752
192.523
191.091
188.576
187.672
187.672
191.835
193.696
194.894
195.647
196.217
197.428
22.004
24.85
27.346
29.732
31.111
32.795
34.55
37.848
41.04
42.606
43.945
45.229
46.111
46.437
47.601
49.449
53.392
56.578
60.767
62.866
64.863
67.046
77.441
90.381
123.053
128.647
135.039
143.898
145.75
154.187
216.924
215.801
214.754
213.352
212.024
210.557
209.671
208.634
207.38
206.295
205.197
203.696
202.235
201.317
199.981
198.121
196.748
195.584
194.445
193.52
192.09
191.083
188.195
187.672
190.369
192.209
194.067
195.064
195.661
196.385
23.006
25.626
28.307
30.228
31.409
33.633
34.894
39.312
41.49
42.866
44.356
45.474
46.173
46.697
47.888
50.345
53.994
57.114
61.247
63.292
64.911
67.931
78.487
92.41
123.573
129.709
136.215
144.352
146.041
154.187
216.557
215.468
214.388
212.922
211.646
210.26
209.467
208.225
207.068
206.12
204.731
203.282
202.018
201.002
199.694
197.724
196.486
195.447
194.233
193.387
192.05
190.702
187.672
187.672
190.722
192.579
194.438
195.214
195.8
198.19
Manning's n Values
Sta
n Val
Sta
0
.065 73.351
num=
3
n Val
Sta
.035 123.573
n Val
.065
Bank Sta: Left
Right
73.351 123.573
Lengths: Left Channel
1
1
23.219
25.831
28.773
30.264
31.736
33.924
35.9
39.78
41.668
43.36
44.367
45.661
46.243
46.878
48.226
51.652
54.612
57.971
61.287
63.809
65.39
73.351
86.66
93.018
124.588
130.733
140.357
144.807
146.414
161.774
Right
1
216.5
215.379
214.21
212.891
211.231
210.066
209.183
208.09
206.944
205.787
204.719
202.966
201.789
200.777
199.3
197.309
196.191
195.211
194.215
192.955
191.658
190.222
187.672
187.672
191.092
192.948
194.567
195.363
195.939
198.371
24.039
26.384
29.247
30.734
31.957
33.981
36.375
40.635
41.931
43.523
44.788
45.737
46.296
47.087
48.605
52.425
54.815
59.18
61.816
63.889
65.943
76.16
86.869
109.398
125.119
132.374
141.219
145.261
146.775
161.774
Coeff Contr.
.1
216.147
215.136
213.781
212.479
210.949
210.028
209.049
207.675
206.76
205.676
204.223
202.838
201.629
200.543
198.902
197.117
196.089
194.88
193.983
192.89
191.463
188.977
187.672
187.672
191.457
193.323
194.725
195.512
196.078
197.288
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
21.155 217.35
24.638 216.095
27.525 214.851
29.57 213.819
31.402 212.172
32.393 210.979
34.568 209.959
38.209 208.67
41.149 207.628
42.809 206.416
44.305 205.239
45.676 203.674
46.486 202.37
RS: -968.*
Data
Sta
.802
22.231
25.106
27.627
30.039
31.432
33.133
34.906
38.238
41.463
43.045
44.398
45.695
46.586
num=
Elev
218.802
217.009
215.893
214.811
213.422
212.137
210.706
209.735
208.662
207.389
206.254
205.136
203.643
202.217
156
Sta
8.607
23.243
25.89
28.599
30.54
31.733
33.98
35.254
39.717
41.918
43.308
44.813
45.943
46.649
Elev
218.443
216.668
215.547
214.435
213.006
211.775
210.394
209.508
208.246
207.063
206.072
204.675
203.239
201.978
Sta
18.95
23.458
26.098
29.07
30.576
32.063
34.274
36.27
40.19
42.097
43.806
44.824
46.132
46.72
Elev
218.033
216.615
215.455
214.252
212.976
211.377
210.177
209.22
208.108
206.933
205.726
204.663
202.93
201.729
Sta
20.09
24.286
26.656
29.549
31.051
32.287
34.332
36.75
41.054
42.363
43.972
45.25
46.209
46.773
Elev
217.691
216.251
215.203
213.837
212.574
211.107
210.134
209.084
207.7
206.74
205.611
204.167
202.805
201.555
Ajuntament de Manresa
46.8
47.977
49.522
53.776
55.745
59.986
62.979
64.999
67.701
77.52
90.406
118.21
127.508
134.112
142.665
145.829
147.262
164.543
201.478
200.026
198.501
196.865
195.948
194.802
193.656
192.427
191.007
188.57
187.667
187.667
191.702
193.435
194.633
195.516
196.2
197.433
46.916
48.092
49.958
53.942
57.161
61.393
63.514
65.532
67.737
78.123
90.971
123.428
128.962
135.285
144.047
145.879
154.224
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
201.216
199.906
198.146
196.798
195.578
194.411
193.403
192.008
190.999
188.18
187.667
190.302
192.05
193.781
194.829
195.533
196.401
47.178
48.382
50.864
54.551
57.702
61.878
63.945
65.581
68.631
79.15
92.987
123.943
130.013
136.448
144.497
146.167
154.224
200.902
199.633
197.769
196.526
195.436
194.18
193.264
191.969
190.642
187.667
187.667
190.667
192.394
194.126
195.005
195.7
198.068
Manning's n Values
Sta
n Val
Sta
0
.065 74.107
num=
3
n Val
Sta
.035 123.943
Bank Sta: Left
Right
74.107 123.943
Lengths: Left Channel
1
1
47.361
48.723
52.185
55.175
58.569
61.919
64.467
66.064
74.107
87.273
93.592
124.947
131.026
140.545
144.946
146.536
161.729
200.678
199.26
197.371
196.214
195.195
194.16
192.846
191.589
190.167
187.667
187.667
191.01
192.738
194.254
195.181
195.867
198.285
47.572
49.106
52.965
55.38
59.79
62.453
64.547
66.623
76.866
87.481
109.871
125.472
132.649
141.398
145.395
146.893
161.729
200.452
198.882
197.185
196.107
194.856
193.907
192.783
191.389
188.979
187.667
187.667
191.349
193.087
194.439
195.357
196.033
197.285
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.81
21.371 217.409 22.458
24.89 216.194 25.362
27.806 214.909 27.909
29.871 213.876 30.345
31.723 212.284 31.752
32.724 211.142 33.471
34.92 210.046 35.262
38.599 208.698 38.628
41.569 207.649 41.886
43.245 206.382 43.484
44.757 205.177 44.851
46.142 203.619 46.161
46.96 202.349 47.061
47.277 201.397 47.394
48.467 199.947 48.583
50.027 198.501 50.468
54.325 196.918 54.493
56.314 195.952 57.745
60.598 194.777
62.02
63.622 193.559 64.162
65.662 192.332
66.2
68.392 190.923 68.428
78.214 188.564 78.806
90.999 187.661 91.561
118.632 187.661 123.803
127.839 191.57 129.277
Addenda. Càlculs hydraulics
RS: -969.*
num=
156
Elev
Sta
218.777
8.695
217.094
23.48
215.985 26.154
214.869
28.89
213.493 30.851
212.251 32.056
210.856 34.326
209.798 35.613
208.69 40.122
207.399 42.345
206.213 43.749
205.076
45.27
203.589 46.411
202.199 47.124
201.115
47.66
199.83 48.875
198.17 51.383
196.847 55.108
195.571 58.291
194.377 62.509
193.286 64.597
191.926
66.25
190.916 69.332
188.165 79.813
187.661 93.565
190.235 124.314
191.892 130.316
Elev
Sta
Elev
Sta
Elev
218.433 19.143 218.039 20.295 217.723
216.78 23.697 216.731 24.534 216.355
215.627 26.364 215.531 26.928 215.269
214.482 29.366 214.295
29.85 213.893
213.09 30.888 213.061 31.368 212.67
211.904
32.39 211.523 32.616 211.265
210.528 34.623 210.287 34.682 210.239
209.549
36.64 209.257 37.125 209.119
208.267
40.6 208.126 41.472 207.725
207.058 42.527 206.922 42.795 206.72
206.025 44.253 205.666 44.421 205.547
204.619 45.281 204.606 45.711 204.111
203.195 46.602 202.894
46.68 202.773
201.938 47.196 201.668 47.251 201.481
200.802 47.844 200.58 48.058 200.361
199.572
49.22 199.22 49.607 198.862
197.813 52.717 197.433 53.506 197.253
196.565 55.738 196.238 55.945 196.124
195.425 59.167 195.179
60.4 194.832
194.126 62.551 194.105 63.091 193.832
193.141 65.124 192.737 65.206 192.676
191.889 66.738 191.521 67.303 191.315
190.583 74.863 190.111 77.571 188.981
187.661 87.886 187.661 88.093 187.661
187.661 94.166 187.661 110.344 187.661
190.611 125.307 190.928 125.826 191.24
192.21 131.318 192.527 132.923 192.852
134.371
142.83
145.958
147.376
164.467
193.175 135.53 193.494 136.681 193.813 140.733 193.941 141.576
194.372 144.197 194.593 144.641 194.796 145.086 194.999 145.53
195.385 146.009 195.406 146.293
195.6 146.658 195.794 147.011
196.183 154.262 196.418 154.262 197.946 161.684 198.199 161.684
197.439
Manning's n Values
Sta
n Val
Sta
0
.065 74.863
num=
3
n Val
Sta
.035 124.314
Bank Sta: Left
Right
74.863 124.314
Lengths: Left Channel
1
1
194.152
195.203
195.989
197.283
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.818
21.587 217.467 22.685
25.141 216.294 25.618
28.087 214.968 28.191
30.173 213.933 30.652
32.043 212.396 32.073
33.054 211.305 33.809
35.273 210.133 35.619
38.989 208.727 39.019
41.989 207.67 42.309
43.682 206.347 43.924
45.21 205.116 45.304
46.608 203.565 46.628
47.434 202.327 47.537
47.755 201.315 47.873
48.956 199.868 49.073
50.532 198.501 50.978
54.873 196.971 55.043
56.882 195.956 58.328
61.21 194.752 62.646
64.264 193.463
64.81
66.325 192.236 66.869
69.082 190.839 69.119
78.907 188.558 79.488
91.593 187.656 92.152
119.053 187.656 124.179
128.171 191.437 129.593
134.629 192.914 135.776
142.994 194.11 144.346
146.088 195.255 146.138
147.49 196.167 154.299
164.391 197.444
RS: -970.*
num=
Elev
218.752
217.179
216.078
214.926
213.563
212.364
211.005
209.862
208.718
207.408
206.172
205.015
203.536
202.181
201.013
199.755
198.194
196.897
195.565
194.342
193.169
191.844
190.832
188.15
187.656
190.169
191.734
193.207
194.357
195.278
196.435
156
Sta
8.783
23.717
26.418
29.182
31.163
32.38
34.673
35.973
40.528
42.773
44.191
45.728
46.88
47.6
48.141
49.369
51.902
55.664
58.88
63.141
65.249
66.919
70.032
80.477
94.143
124.684
130.62
136.914
144.786
146.419
154.299
Elev
218.423
216.891
215.706
214.529
213.175
212.033
210.662
209.59
208.289
207.053
205.977
204.563
203.152
201.898
200.702
199.511
197.858
196.605
195.415
194.073
193.018
191.808
190.523
187.656
187.656
190.556
192.026
193.501
194.587
195.5
197.824
Manning's n Values
Sta
n Val
Sta
0
.065 75.619
num=
3
n Val
Sta
.035 124.684
n Val
.065
Bank Sta: Left
Right
75.619 124.684
Lengths: Left Channel
1
1
Sta
19.337
23.937
26.63
29.663
31.2
32.717
34.973
37.011
41.011
42.956
44.7
45.739
47.073
47.673
48.328
49.717
53.25
56.301
59.764
63.182
65.782
67.412
75.619
88.499
94.74
125.666
131.611
140.921
145.225
146.78
161.639
Right
1
Elev
218.044
216.846
215.606
214.337
213.147
211.669
210.397
209.293
208.144
206.911
205.605
204.55
202.858
201.607
200.482
199.18
197.495
196.262
195.162
194.05
192.628
191.452
190.056
187.656
187.656
190.847
192.317
193.628
194.818
195.722
198.114
Sta
20.5
24.782
27.2
30.152
31.684
32.946
35.032
37.5
41.891
43.228
44.869
46.173
47.152
47.728
48.543
50.108
54.046
56.51
61.01
63.728
65.864
67.982
78.276
88.704
110.817
126.18
133.198
141.755
145.665
147.129
161.639
Coeff Contr.
.1
Elev
217.755
216.459
215.336
213.949
212.766
211.423
210.345
209.153
207.75
206.7
205.482
204.056
202.74
201.407
200.269
198.843
197.321
196.142
194.808
193.756
192.569
191.241
188.982
187.656
187.656
191.132
192.617
193.866
195.048
195.944
197.28
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.826
21.803 217.525 22.911
25.392 216.393 25.875
28.368 215.026 28.473
30.475 213.989 30.958
32.364 212.509 32.394
33.385 211.469 34.147
35.626 210.22 35.975
39.379 208.755 39.409
42.409 207.692 42.733
44.119 206.312 44.363
45.662 205.054 45.757
47.074 203.511 47.094
47.909 202.305 48.012
48.232 201.234 48.352
49.446 199.789 49.564
51.037 198.501 51.488
55.422 197.024 55.593
57.451 195.961 58.911
61.822 194.727 63.272
64.907 193.367 65.458
66.989 192.141 67.538
69.773 190.755
69.81
79.6 188.552
80.17
92.187 187.65 92.742
119.475 187.65 124.554
128.502 191.304 129.908
134.888 192.653 136.022
143.159 193.849 144.496
146.218 195.124 146.267
147.604 196.15 154.337
164.315 197.45
RS: -971.*
num=
Elev
218.727
217.264
216.17
214.983
213.633
212.478
211.155
209.926
208.746
207.417
206.132
204.954
203.482
202.163
200.912
199.679
198.219
196.946
195.558
194.308
193.052
191.762
190.749
188.135
187.65
190.102
191.576
192.921
194.122
195.15
196.452
156
Sta
8.87
23.954
26.683
29.474
31.474
32.704
35.02
36.333
40.933
43.201
44.633
46.185
47.349
48.076
48.622
49.863
52.421
56.221
59.469
63.772
65.902
67.588
70.732
81.14
94.721
125.055
130.924
137.147
144.93
146.546
154.337
Elev
218.414
217.002
215.786
214.576
213.259
212.162
210.795
209.631
208.31
207.047
205.929
204.506
203.108
201.859
200.603
199.449
197.903
196.644
195.404
194.019
192.896
191.727
190.464
187.65
187.65
190.5
191.841
193.188
194.379
195.4
197.702
Manning's n Values
Sta
n Val
Sta
0
.065 76.375
num=
3
n Val
Sta
.035 125.055
Bank Sta: Left
Right
76.375 125.055
Lengths: Left Channel
1
1
Sta
19.53
24.176
26.896
29.959
31.512
33.044
35.323
37.381
41.421
43.386
45.147
46.196
47.544
48.15
48.811
50.214
53.782
56.863
60.362
63.814
66.44
68.086
76.375
89.112
95.314
126.026
131.904
141.109
145.365
146.902
161.594
Elev
218.05
216.961
215.682
214.379
213.232
211.815
210.507
209.33
208.161
206.899
205.545
204.494
202.822
201.547
200.384
199.14
197.557
196.286
195.146
193.995
192.52
191.384
190
187.65
187.65
190.765
192.107
193.316
194.636
195.65
198.028
Sta
20.705
25.03
27.472
30.453
32.001
33.275
35.383
37.875
42.31
43.66
45.318
46.635
47.623
48.205
49.028
50.609
54.586
57.075
61.62
64.365
66.523
68.662
78.982
89.316
111.291
126.534
133.473
141.933
145.799
147.247
161.594
Elev
217.787
216.563
215.402
214.005
212.861
211.58
210.451
209.188
207.775
206.68
205.417
204
202.708
201.333
200.178
198.823
197.389
196.16
194.784
193.68
192.462
191.167
188.984
187.65
187.65
191.023
192.381
193.579
194.893
195.9
197.278
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -972.*
INPUT
Description:
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
219
.835 218.702
22.018 217.584 23.138 217.348
25.644 216.492 26.131 216.262
Addenda. Càlculs hydraulics
156
Sta
Elev
8.958 218.404
24.191 217.114
26.947 215.865
Sta
Elev
19.723 218.055
24.415 217.077
27.163 215.758
Sta
Elev
20.91 217.819
25.278 216.667
27.744 215.469
28.648
30.776
32.684
33.715
35.978
39.768
42.828
44.556
46.114
47.54
48.383
48.71
49.935
51.543
55.971
58.02
62.434
65.549
67.652
70.464
80.293
92.78
119.897
128.833
135.147
143.323
146.348
147.718
164.239
215.085
214.046
212.621
211.632
210.306
208.783
207.713
206.278
204.993
203.456
202.284
201.152
199.71
198.501
197.077
195.965
194.701
193.27
192.045
190.671
188.547
187.644
187.644
191.171
192.392
193.588
194.993
196.133
197.456
28.755
31.265
32.714
34.486
36.331
39.799
43.156
44.802
46.21
47.56
48.487
48.831
50.055
51.997
56.144
59.494
63.899
66.106
68.206
70.501
80.852
93.332
124.929
130.223
136.268
144.645
146.396
154.374
215.041
213.704
212.591
211.304
209.99
208.775
207.426
206.091
204.894
203.429
202.145
200.811
199.604
198.243
196.996
195.552
194.274
192.935
191.68
190.665
188.12
187.644
190.035
191.417
192.634
193.886
195.022
196.469
29.766
31.786
33.028
35.366
36.692
41.338
43.629
45.075
46.642
47.818
48.552
49.104
50.356
52.94
56.777
60.057
64.403
66.554
68.257
71.432
81.803
95.298
125.426
131.228
137.38
145.075
146.672
154.374
214.623
213.343
212.291
210.929
209.672
208.331
207.042
205.882
204.45
203.065
201.819
200.503
199.388
197.948
196.684
195.393
193.966
192.773
191.646
190.404
187.644
187.644
190.444
191.657
192.876
194.17
195.3
197.58
Manning's n Values
Sta
n Val
Sta
0
.065 77.131
num=
3
n Val
Sta
.035 125.426
n Val
.065
Bank Sta: Left
Right
77.131 125.426
Lengths: Left Channel
1
1
30.256
31.824
33.371
35.672
37.751
41.831
43.815
45.594
46.653
48.015
48.627
49.294
50.711
54.314
57.426
60.959
64.446
67.098
68.761
77.131
89.725
95.888
126.385
132.196
141.297
145.504
147.024
161.549
Right
1
214.421
213.317
211.962
210.618
209.367
208.179
206.888
205.484
204.438
202.786
201.486
200.286
199.1
197.619
196.31
195.13
193.94
192.411
191.316
189.944
187.644
187.644
190.683
191.896
193.003
194.454
195.578
197.942
30.755
32.318
33.605
35.733
38.25
42.729
44.092
45.766
47.097
48.095
48.682
49.514
51.11
55.127
57.64
62.23
65.002
67.181
69.342
79.687
89.928
111.764
126.887
133.748
142.112
145.934
147.365
161.549
Coeff Contr.
.1
214.061
212.957
211.738
210.556
209.223
207.8
206.66
205.352
203.945
202.675
201.259
200.086
198.804
197.457
196.178
194.761
193.605
192.355
191.092
188.986
187.644
187.644
190.914
192.146
193.293
194.738
195.856
197.275
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
22.234 217.642
25.895 216.591
28.929 215.143
31.078 214.103
33.004 212.733
34.046 211.795
36.331 210.393
40.158 208.812
43.248 207.734
44.993 206.243
46.566 204.931
48.006 203.402
48.857 202.262
49.187 201.071
50.425 199.631
RS: -973.*
Data
Sta
.843
23.365
26.387
29.037
31.571
33.035
34.824
36.687
40.189
43.579
45.241
46.663
48.026
48.963
49.309
50.545
num=
Elev
218.676
217.433
216.354
215.098
213.774
212.705
211.454
210.053
208.803
207.436
206.05
204.833
203.375
202.127
200.709
199.528
156
Sta
9.046
24.429
27.211
30.057
32.098
33.351
35.713
37.052
41.743
44.056
45.517
47.099
48.286
49.028
49.585
50.85
Elev
218.395
217.225
215.944
214.67
213.428
212.42
211.063
209.713
208.352
207.037
205.834
204.394
203.021
201.779
200.403
199.327
Sta
19.917
24.655
27.429
30.553
32.136
33.699
36.022
38.121
42.241
44.245
46.041
47.111
48.485
49.103
49.777
51.208
Elev
218.061
217.192
215.834
214.463
213.403
212.108
210.728
209.404
208.197
206.877
205.424
204.381
202.751
201.425
200.187
199.06
Sta
21.115
25.525
28.016
31.056
32.635
33.934
36.083
38.625
43.148
44.524
46.215
47.558
48.566
49.16
49.999
51.611
Elev
217.851
216.771
215.535
214.118
213.053
211.896
210.662
209.257
207.825
206.64
205.288
203.889
202.643
201.185
199.995
198.784
Ajuntament de Manresa
52.048
56.519
58.589
63.046
66.192
68.315
71.155
80.987
93.374
120.318
129.165
135.406
143.488
146.478
147.832
164.163
198.501
197.13
195.969
194.676
193.174
191.95
190.587
188.541
187.639
187.639
191.038
192.132
193.327
194.862
196.117
197.461
52.507
56.694
60.077
64.525
66.754
68.875
71.192
81.534
93.922
125.304
130.539
136.514
144.794
146.525
154.412
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
198.267
197.046
195.545
194.24
192.818
191.598
190.582
188.105
187.639
189.968
191.259
192.348
193.65
194.894
196.486
53.459
57.334
60.646
65.035
67.207
68.926
72.133
82.467
95.876
125.796
131.532
137.613
145.219
146.798
154.412
197.992
196.723
195.383
193.913
192.65
191.566
190.344
187.639
187.639
190.389
191.473
192.563
193.961
195.2
197.458
Manning's n Values
Sta
n Val
Sta
0
.065 77.887
num=
3
n Val
Sta
.035 125.796
Bank Sta: Left
Right
77.887 125.796
Lengths: Left Channel
1
1
54.847
57.989
61.557
65.078
67.755
69.435
77.887
90.338
96.462
126.745
132.489
141.485
145.644
147.146
161.503
197.68
196.333
195.114
193.885
192.302
191.247
189.889
187.639
187.639
190.602
191.686
192.69
194.272
195.506
197.856
55.667
58.206
62.84
65.64
67.84
70.022
80.393
90.54
112.237
127.241
134.023
142.29
146.068
147.484
161.503
197.525
196.195
194.737
193.529
192.248
191.018
188.988
187.639
187.639
190.806
191.91
193.006
194.583
195.811
197.273
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.851
22.45 217.701 23.592
26.147 216.69 26.643
29.21 215.202 29.319
31.38 214.16 31.878
33.325 212.845 33.356
34.376 211.958 35.162
36.684 210.48 37.043
40.548 208.84 40.579
43.668 207.756 44.002
45.429 206.208
45.68
47.018 204.87 47.116
48.472 203.348 48.493
49.332 202.24 49.438
49.665 200.989 49.788
50.914 199.552 51.036
52.553 198.501 53.017
57.068 197.182 57.244
59.157 195.974 60.661
63.658 194.651 65.152
66.835 193.078 67.402
68.978 191.854 69.543
71.845 190.504 71.883
81.68 188.535 82.217
93.968 187.633 94.512
120.74 187.633 125.679
129.496 190.905 130.854
135.664 191.871 136.759
143.652 193.066 144.944
Addenda. Càlculs hydraulics
RS: -974.*
num=
Elev
218.651
217.518
216.447
215.156
213.845
212.819
211.603
210.117
208.831
207.445
206.009
204.773
203.321
202.108
200.608
199.453
198.291
197.095
195.539
194.205
192.701
191.516
190.498
188.09
187.633
189.901
191.101
192.061
193.414
156
Sta
9.134
24.666
27.475
30.349
32.409
33.675
36.06
37.412
42.149
44.484
45.959
47.557
48.755
49.504
50.066
51.344
53.978
57.89
61.235
65.666
67.859
69.595
72.833
83.13
96.454
126.167
131.835
137.846
145.363
Elev
218.385
217.337
216.024
214.717
213.512
212.549
211.197
209.754
208.373
207.032
205.786
204.338
202.978
201.739
200.304
199.266
198.037
196.763
195.372
193.859
192.528
191.485
190.285
187.633
187.633
190.333
191.289
192.251
193.752
Sta
20.11
24.894
27.695
30.849
32.448
34.026
36.372
38.491
42.651
44.674
46.488
47.568
48.956
49.58
50.261
51.705
55.379
58.552
62.155
65.709
68.413
70.109
78.643
90.952
97.036
127.104
132.782
141.673
145.783
Elev
218.066
217.308
215.91
214.505
213.488
212.254
210.838
209.44
208.215
206.866
205.363
204.325
202.715
201.364
200.089
199.02
197.742
196.357
195.097
193.83
192.193
191.179
189.833
187.633
187.633
190.52
191.476
192.377
194.091
Sta
21.32
25.773
28.288
31.358
32.952
34.263
36.433
39
43.567
44.957
46.664
48.02
49.038
49.637
50.485
52.112
56.208
58.771
63.45
66.277
68.499
70.701
81.098
91.151
112.71
127.595
134.297
142.469
146.203
Elev
217.883
216.875
215.601
214.174
213.148
212.054
210.768
209.292
207.85
206.62
205.223
203.833
202.61
201.111
199.904
198.764
197.593
196.213
194.713
193.454
192.141
190.944
188.989
187.633
187.633
190.697
191.675
192.719
194.429
146.607 194.732 146.655 194.767 146.924
195.1 147.268 195.433 147.602 195.767
147.946
196.1 154.449 196.503 154.449 197.336 161.458 197.77 161.458 197.27
164.087 197.467
Manning's n Values
Sta
n Val
Sta
0
.065 78.643
num=
3
n Val
Sta
.035 126.167
Bank Sta: Left
Right
78.643 126.167
Lengths: Left Channel
1
1
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.859
22.666 217.759 23.819
26.398 216.789 26.899
29.491 215.26 29.601
31.682 214.216 32.184
33.645 212.957 33.677
34.707 212.121
35.5
37.037 210.566 37.399
40.938 208.868 40.969
44.088 207.777 44.425
45.866 206.174 46.119
47.47 204.808 47.569
48.938 203.293 48.959
49.806 202.219 49.913
50.142 200.908 50.267
51.404 199.473 51.527
53.059 198.501 53.526
57.617 197.235 57.795
59.726 195.978 61.244
64.27 194.626 65.778
67.477 192.982
68.05
69.641 191.759 70.212
72.536 190.42 72.575
82.373 188.529 82.899
94.562 187.628 95.103
121.162 187.628 126.054
129.827 190.772 131.169
135.923 191.61 137.005
143.817 192.805 145.093
146.737 194.601 146.784
148.06 196.083 154.486
164.011 197.472
RS: -975.*
156
Sta
9.222
24.903
27.739
30.641
32.721
33.999
36.407
37.772
42.554
44.912
46.401
48.014
49.224
49.98
50.548
51.837
54.497
58.447
61.824
66.297
68.512
70.264
73.533
83.793
97.031
126.537
132.139
138.079
145.508
147.05
154.486
Elev
218.376
217.448
216.103
214.765
213.597
212.678
211.331
209.795
208.394
207.026
205.738
204.281
202.934
201.699
200.204
199.205
198.082
196.802
195.361
193.806
192.405
191.404
190.225
187.628
187.628
190.278
191.104
191.939
193.544
195
197.214
Manning's n Values
Sta
n Val
Sta
0
.065 79.399
num=
3
n Val
Sta
.035 126.537
n Val
.065
Bank Sta: Left
Right
79.399 126.537
Lengths: Left Channel
1
1
CROSS SECTION
num=
Elev
218.626
217.603
216.539
215.213
213.915
212.932
211.753
210.181
208.859
207.454
205.968
204.712
203.268
202.09
200.507
199.377
198.316
197.145
195.532
194.171
192.585
191.434
190.415
188.075
187.628
189.834
190.943
191.774
193.179
194.639
196.52
Sta
20.304
25.133
27.962
31.146
32.76
34.353
36.722
38.861
43.061
45.104
46.935
48.025
49.427
50.057
50.744
52.203
55.912
59.115
62.752
66.341
69.071
70.783
79.399
91.565
97.61
127.464
133.074
141.86
145.923
147.39
161.413
Right
1
Elev
218.072
217.423
215.986
214.547
213.573
212.4
210.949
209.477
208.233
206.855
205.303
204.269
202.679
201.304
199.991
198.98
197.804
196.381
195.081
193.775
192.084
191.11
189.778
187.628
187.628
190.438
191.265
192.064
193.909
195.361
197.685
Sta
21.525
26.021
28.56
31.659
33.269
34.593
36.784
39.375
43.986
45.389
47.112
48.482
49.509
50.114
50.97
52.613
56.748
59.336
64.061
66.914
69.157
71.381
81.803
91.763
113.184
127.949
134.572
142.647
146.337
147.72
161.413
Coeff Contr.
.1
Elev
217.915
216.979
215.668
214.23
213.244
212.211
210.873
209.327
207.875
206.6
205.158
203.778
202.578
201.037
199.812
198.745
197.661
196.231
194.689
193.378
192.035
190.87
188.991
187.628
187.628
190.589
191.439
192.433
194.274
195.722
197.268
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
RIVER: RIU
REACH: CARDENER
RS: -976.*
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.867
22.882 217.817 24.046
26.649 216.889 27.155
29.772 215.319 29.882
31.983 214.273 32.491
33.966 213.069 33.997
35.037 212.285 35.838
37.389 210.653 37.755
41.328 208.897 41.359
44.508 207.798 44.848
46.303 206.139 46.559
47.922 204.746 48.022
49.404 203.239 49.425
50.28 202.197 50.389
50.62 200.826 50.745
51.893 199.394 52.017
53.564 198.501 54.036
58.165 197.288 58.345
60.295 195.983 61.827
64.882 194.601 66.404
68.12 192.885 68.698
70.305 191.663 70.881
73.227 190.336 73.266
83.067 188.523 83.581
95.155 187.622 95.693
121.583 187.622 126.429
130.159 190.639 131.485
136.182 191.349 137.251
143.982 192.544 145.242
146.867 194.47 146.913
148.174 196.067 154.524
163.934 197.478
num=
Elev
218.601
217.688
216.631
215.27
213.985
213.046
211.902
210.245
208.887
207.463
205.927
204.651
203.214
202.072
200.405
199.302
198.34
197.194
195.526
194.137
192.468
191.352
190.331
188.06
187.622
189.767
190.784
191.488
192.943
194.511
196.537
156
Sta
9.309
25.14
28.003
30.933
33.032
34.323
36.753
38.131
42.959
45.339
46.843
48.471
49.693
50.456
51.029
52.331
55.015
59.004
62.412
66.929
69.164
70.934
74.233
84.457
97.609
126.908
132.443
138.312
145.652
147.176
154.524
Elev
218.366
217.559
216.182
214.812
213.681
212.808
211.465
209.836
208.415
207.021
205.691
204.225
202.891
201.659
200.104
199.144
198.127
196.842
195.351
193.752
192.282
191.323
190.166
187.622
187.622
190.222
190.92
191.626
193.335
194.9
197.092
Manning's n Values
Sta
n Val
Sta
0
.065 80.156
num=
3
n Val
Sta
.035 126.908
Bank Sta: Left
Right
80.156 126.908
Lengths: Left Channel
1
1
Sta
20.497
25.373
28.228
31.442
33.072
34.68
37.071
39.231
43.471
45.533
47.382
48.483
49.897
50.533
51.227
52.7
56.444
59.678
63.35
66.973
69.729
71.457
80.156
92.178
98.184
127.823
133.367
142.048
146.062
147.512
161.368
Elev
218.077
217.538
216.061
214.589
213.659
212.546
211.059
209.514
208.251
206.843
205.242
204.213
202.643
201.243
199.893
198.94
197.866
196.405
195.065
193.72
191.975
191.042
189.722
187.622
187.622
190.357
191.055
191.751
193.727
195.289
197.599
Sta
21.73
26.269
28.832
31.961
33.585
34.922
37.134
39.75
44.405
45.821
47.561
48.943
49.981
50.591
51.455
53.114
57.288
59.901
64.671
67.551
69.816
72.061
82.509
92.375
113.657
128.302
134.847
142.826
146.472
147.838
161.368
Elev
217.947
217.084
215.734
214.286
213.34
212.369
210.979
209.361
207.9
206.58
205.093
203.722
202.545
200.962
199.721
198.725
197.728
196.249
194.665
193.302
191.928
190.796
188.993
187.622
187.622
190.48
191.204
192.146
194.119
195.678
197.266
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
23.098 217.876
26.901 216.988
30.053 215.377
32.285 214.33
RS: -977.*
Data
Sta
.875
24.272
27.412
30.164
32.797
Addenda. Càlculs hydraulics
num=
Elev
218.576
217.773
216.723
215.328
214.056
156
Sta
9.397
25.377
28.268
31.225
33.344
Elev
218.356
217.671
216.262
214.859
213.765
Sta
20.69
25.612
28.494
31.739
33.384
Elev
218.083
217.654
216.137
214.631
213.744
Sta
21.935
26.517
29.104
32.262
33.902
Elev
217.979
217.188
215.801
214.342
213.436
34.286
35.368
37.742
41.718
44.928
46.74
48.374
49.871
50.754
51.097
52.383
54.069
58.714
60.864
65.494
68.762
70.968
73.918
83.76
95.749
122.005
130.49
136.44
144.146
146.997
148.288
163.858
213.181
212.448
210.74
208.925
207.82
206.104
204.685
203.184
202.175
200.745
199.315
198.501
197.341
195.987
194.576
192.789
191.568
190.252
188.517
187.617
187.617
190.506
191.089
192.283
194.34
196.05
197.483
34.318
36.176
38.112
41.75
45.271
46.998
48.475
49.891
50.864
51.224
52.508
54.546
58.896
62.41
67.031
69.346
71.549
73.957
84.263
96.283
126.805
131.8
137.497
145.392
147.042
154.561
213.159
212.052
210.309
208.915
207.472
205.886
204.591
203.161
202.054
200.304
199.226
198.364
197.244
195.519
194.103
192.351
191.27
190.248
188.045
187.617
189.701
190.626
191.201
192.707
194.383
196.554
34.647
37.1
38.491
43.364
45.767
47.284
48.928
50.161
50.932
51.51
52.825
55.534
59.56
63.001
67.56
69.816
71.603
74.934
85.12
98.187
127.278
132.747
138.545
145.797
147.302
154.561
212.937
211.598
209.877
208.437
207.016
205.643
204.169
202.847
201.62
200.005
199.082
198.171
196.881
195.34
193.699
192.16
191.242
190.106
187.617
187.617
190.167
190.736
191.314
193.126
194.8
196.97
Manning's n Values
Sta
n Val
Sta
0
.065 80.912
num=
3
n Val
Sta
.035 127.278
n Val
.065
Bank Sta: Left
Right
80.912 127.278
Lengths: Left Channel
1
1
35.007
37.421
39.601
43.881
45.963
47.829
48.94
50.368
51.01
51.71
53.197
56.977
60.241
63.947
67.605
70.386
72.131
80.912
92.791
98.758
128.183
133.66
142.236
146.202
147.634
161.323
Right
1
212.693
211.169
209.55
208.269
206.832
205.182
204.156
202.607
201.182
199.795
198.9
197.928
196.429
195.049
193.665
191.866
190.973
189.667
187.617
187.617
190.275
190.844
191.439
193.545
195.217
197.513
35.252
37.484
40.125
44.823
46.253
48.01
49.405
50.452
51.068
51.941
53.615
57.829
60.466
65.281
68.188
70.474
72.741
83.214
92.987
114.13
128.656
135.122
143.004
146.606
147.956
161.323
Coeff Contr.
.1
212.527
211.084
209.396
207.925
206.56
205.029
203.667
202.513
200.888
199.63
198.705
197.796
196.266
194.641
193.227
191.821
190.722
188.995
187.617
187.617
190.372
190.968
191.86
193.964
195.633
197.263
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation
Sta
Elev
0
219
23.314 217.934
27.152 217.087
30.333 215.436
32.587 214.387
34.606 213.293
35.698 212.611
38.095 210.827
42.108 208.953
45.348 207.841
47.176 206.069
48.826 204.623
50.337 203.13
51.229 202.154
51.575 200.663
52.872 199.236
54.574 198.501
59.263 197.394
RS: -978.*
Data
Sta
.884
24.499
27.668
30.446
33.104
34.639
36.514
38.468
42.14
45.694
47.437
48.928
50.358
51.339
51.703
52.999
55.056
59.446
num=
Elev
218.55
217.857
216.816
215.385
214.126
213.273
212.201
210.372
208.944
207.482
205.845
204.53
203.107
202.036
200.203
199.151
198.389
197.294
156
Sta
9.485
25.614
28.532
31.516
33.656
34.97
37.447
38.851
43.77
46.195
47.726
49.386
50.63
51.408
51.992
53.318
56.053
60.117
Elev
218.347
217.782
216.341
214.906
213.85
213.066
211.732
209.918
208.458
207.011
205.595
204.113
202.804
201.58
199.905
199.021
198.216
196.921
Sta
20.884
25.851
28.76
32.036
33.696
35.334
37.771
39.971
44.291
46.392
48.276
49.397
50.839
51.487
52.194
53.694
57.509
60.804
Elev
218.088
217.769
216.213
214.673
213.829
212.839
211.279
209.587
208.287
206.821
205.121
204.1
202.572
201.121
199.696
198.86
197.99
196.452
Sta
22.14
26.764
29.376
32.564
34.219
35.581
37.835
40.5
45.242
46.686
48.458
49.867
50.924
51.546
52.426
54.116
58.369
61.031
Elev
218.011
217.292
215.867
214.398
213.531
212.685
211.19
209.431
207.95
206.54
204.964
203.611
202.48
200.814
199.538
198.686
197.864
196.284
Ajuntament de Manresa
61.432
66.106
69.405
71.631
74.608
84.453
96.343
122.427
130.821
136.699
144.311
147.126
148.402
163.782
195.991
194.55
192.693
191.472
190.168
188.512
187.611
187.611
190.373
190.828
192.022
194.209
196.033
197.489
62.994
67.657
69.994
72.218
74.648
84.946
96.873
127.18
132.115
137.743
145.541
147.172
154.599
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
195.513
194.068
192.234
191.188
190.164
188.03
187.611
189.634
190.468
190.915
192.471
194.256
196.571
63.59
68.191
70.469
72.272
75.634
85.783
98.765
127.649
133.051
138.778
145.941
147.428
154.599
195.329
193.646
192.037
191.162
190.047
187.611
187.611
190.111
190.551
191.001
192.917
194.7
196.848
Manning's n Values
Sta
n Val
Sta
0
.065 81.668
num=
3
n Val
Sta
.035 127.649
Bank Sta: Left
Right
81.668 127.649
Lengths: Left Channel
1
1
64.545
68.236
71.044
72.805
81.668
93.404
99.332
128.542
133.952
142.424
146.341
147.756
161.278
195.033
193.61
191.757
190.905
189.611
187.611
187.611
190.194
190.634
191.126
193.364
195.144
197.427
65.891
68.826
71.133
73.42
83.919
93.599
114.603
129.01
135.397
143.183
146.741
148.074
161.278
194.617
193.151
191.714
190.648
188.996
187.611
187.611
190.263
190.733
191.573
193.81
195.589
197.261
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description:
Station Elevation Data
Sta
Elev
Sta
0
219
.892
23.529 217.992 24.726
27.404 217.186 27.924
30.614 215.494 30.728
32.888 214.443
33.41
34.927 213.405 34.959
36.029 212.774 36.852
38.447 210.913 38.824
42.497 208.981
42.53
45.767 207.862 46.117
47.613 206.035 47.876
49.278 204.562 49.381
50.803 203.076 50.824
51.703 202.132 51.815
52.052 200.582 52.181
53.362 199.158 53.489
55.08 198.502 55.565
59.811 197.447 59.996
62.001 195.996 63.577
66.718 194.525 68.284
70.047 192.596 70.642
72.294 191.377 72.887
75.299 190.084 75.339
85.147 188.506 85.628
96.936 187.606 97.463
122.848 187.606 127.555
131.153 190.24 132.431
136.958 190.567 137.988
144.475 191.761 145.691
147.256 194.078 147.301
148.516 196.017 154.636
Addenda. Càlculs hydraulics
RS: -979.*
num=
Elev
218.525
217.942
216.908
215.443
214.197
213.386
212.351
210.436
208.972
207.491
205.804
204.47
203.054
202.018
200.101
199.075
198.413
197.343
195.506
194.034
192.117
191.106
190.081
188.015
187.606
189.567
190.309
190.628
192.236
194.128
196.587
156
Sta
9.573
25.852
28.796
31.808
33.967
35.294
37.793
39.21
44.175
46.622
48.168
49.843
51.099
51.884
52.473
53.812
56.572
60.673
64.179
68.823
71.121
72.941
76.334
86.447
99.342
128.019
133.354
139.011
146.086
147.554
154.636
Elev
218.337
217.893
216.421
214.953
213.934
213.195
211.866
209.959
208.479
207.005
205.548
204.056
202.76
201.54
199.805
198.96
198.261
196.96
195.318
193.592
191.914
191.081
189.987
187.606
187.606
190.056
190.367
190.689
192.709
194.6
196.726
Sta
21.077
26.091
29.027
32.332
34.008
35.661
38.12
40.341
44.701
46.822
48.723
49.855
51.309
51.963
52.677
54.191
58.041
61.367
65.142
68.868
71.702
73.479
82.424
94.017
99.906
128.902
134.245
142.612
146.48
147.878
161.232
Elev
218.094
217.885
216.289
214.715
213.915
212.985
211.39
209.624
208.305
206.81
205.061
204.044
202.536
201.061
199.598
198.82
198.052
196.476
195.016
193.555
191.648
190.836
189.556
187.606
187.606
190.112
190.424
190.813
193.182
195.072
197.342
Sta
22.345
27.012
29.648
32.865
34.536
35.911
38.185
40.875
45.661
47.118
48.907
50.328
51.395
52.023
52.911
54.618
58.91
61.596
66.501
69.463
71.791
74.1
84.625
94.21
115.077
129.363
135.671
143.361
146.875
148.192
161.232
Elev
218.042
217.396
215.934
214.454
213.627
212.842
211.296
209.465
207.975
206.52
204.899
203.556
202.448
200.74
199.447
198.666
197.932
196.302
194.593
193.076
191.607
190.574
188.998
187.606
187.606
190.155
190.498
191.287
193.655
195.544
197.258
163.706 197.494
Manning's n Values
Sta
n Val
Sta
0
.065 82.424
num=
3
n Val
Sta
.035 128.019
Bank Sta: Left
Right
82.424 128.019
Lengths: Left Channel
1
1
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -980.0
INPUT
Description: PK 0+980
Station Elevation Data
Sta
Elev
Sta
0
219
.9
29.06
216.5
29.92
34.32
214
35.28
38.47
211.5
38.8
42.92
209
44.58
47.55
206.5
48.05
50.3
204
50.79
52.36
201.5
52.44
53.98
199
55.59
61.93
196.5
62.57
68.91
194
69.5
72.45
191.5
73.61
85.33
189
85.84
97.53
187.6
99.92
127.93
189.5 128.39
145.84
192 146.23
147.68
194.5
148
num=
Elev
218.5
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
188.5
187.6
190
192.5
195
85
Sta
26.33
31.01
36.24
39.18
46.08
48.61
51.29
52.53
59.45
64.16
70.1
74.78
86.31
100.48
142.8
146.62
148.31
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
188
187.6
190.5
193
195.5
Manning's n Values
Sta
n Val
Sta
0
.065
83.18
num=
n Val
.035
3
Sta
128.39
n Val
.065
Bank Sta: Left
83.18
Lengths: Left Channel
20
20
Right
128.39
Sta
27.26
32.1
37.19
39.57
46.54
49.17
51.78
52.66
60.36
65.74
70.69
75.99
87.11
115.55
143.54
147.01
148.63
Right
20
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190
187.6
187.6
191
193.5
196
Sta
28.18
33.19
38.14
41.25
47.05
49.73
52.29
53.16
61.23
67.33
71.29
83.18
94.63
123.27
144.64
147.43
163.63
Coeff Contr.
.1
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
189.5
187.6
187.6
191.5
194
197.5
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1000.0
INPUT
Description: PK 1+000
Station Elevation Data
Sta
Elev
Sta
0
218.5
18.36
31.48
216
32.51
36.58
213.5
37.53
40.8
211
41.49
43.96
208.5
44.54
48.9
206
49
49.37
203.5
49.56
50.62
201
50.97
52.5
198.5
52.91
num=
Elev
218
215.5
213
210.5
208
205.5
203
200.5
198
86
Sta
21.56
33.55
38.47
42.18
45.64
49.08
49.75
51.32
55.33
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
Sta
28.23
34.59
39.42
42.78
46.74
49.13
49.94
51.71
57.76
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
Sta
29.41
35.63
40.11
43.37
47.82
49.18
50.28
52.1
60.18
Elev
216.5
214
211.5
209
206.5
204
201.5
199
196.5
Ajuntament de Manresa
62.59
71.29
75.92
85.3
102.13
134.76
144.79
145.32
172.66
196
193.5
191
188.5
188
190
192.5
195
197.3
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
64.58
195.5
72.03
193
77.18
190.5
88.19
188
110 188.124
144.54
190.5
144.84
193
145.49
195.5
66.56
72.76
78.56
89.19
133.92
144.62
144.9
145.66
195
192.5
190
187.5
188.5
191
193.5
196
3
Sta
110
n Val
.065
Manning's n Values
Sta
n Val
Sta
0
.065
88.19
num=
n Val
.035
Bank Sta: Left
88.19
Lengths: Left Channel
20
20
Right
110
68.55
73.48
81.8
97.66
134.06
144.67
144.96
164.66
Right
20
194.5
192
189.5
187.5
189
191.5
194
196.8
70.55
74.69
84.24
101.13
134.31
144.73
145.13
164.66
Coeff Contr.
.1
194
191.5
189
187.5
189.5
192
194.5
197.3
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
44.68
49.1
52.52
56.15
60.24
64.71
67.65
73.56
78.44
85.79
113.15
123
210.5
208
205.5
203
200.5
198
195.5
193
190.5
188
188.5
206.8
45.72
49.91
52.71
57.76
60.51
65.13
68.9
74.66
79.34
87.19
119.15
147
210
207.5
205
202.5
200
197.5
195
192.5
190
187.3
189
206.8
46.68
50.73
52.9
59.39
61.6
65.56
70.14
75.77
80.94
95.65
120.55
147
209.5
207
204.5
202
199.5
197
194.5
192
189.5
187.3
189.5
196
Manning's n Values
Sta
n Val
Sta
0
.065
85.79
num=
n Val
.035
3
Sta
113.15
n Val
.065
Bank Sta: Left
85.79
Lengths: Left Channel
20
20
Right
113.15
47.55
51.54
53.09
59.68
62.66
65.98
71.37
76.66
82.55
101.13
120.71
162
Right
20
209
206.5
204
201.5
199
196.5
194
191.5
189
187.3
190
196.3
48.33
52.33
54.62
59.97
63.69
66.4
72.46
77.55
84.17
102.53
123
Coeff Contr.
.1
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
190.5
Expan.
.3
CROSS SECTION
RS: -1020.0
INPUT
Description: PK 1+020
Station Elevation Data
Sta
Elev
Sta
0
218
19.07
22.11
215.5
22.86
26.24
213
27.18
33.13
210.5
34.79
36.11
208
36.92
39.05
205.5
39.13
39.53
203
39.65
42.96
200.5
44.05
53.71
198
53.82
55.99
195.5
57.83
63.17
193
64.07
65.99
190.5
66.33
79.43
188
80.63
105 188.352 109.95
152.17 206.79 152.17
num=
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190
187.4
188.5
196.21
73
Sta
19.53
23.61
28.12
35.14
37.63
39.22
39.76
46.25
53.93
59.67
64.98
69.9
86.83
118.15
161
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
189.5
187.4
189
197
Manning's n Values
Sta
n Val
Sta
0
.065
79.43
num=
n Val
.035
3
Sta
105
n Val
.065
Bank Sta: Left
79.43
Lengths: Left Channel
20
20
Right
105
Sta
19.68
24.36
29.79
35.47
38.3
39.3
40.82
48.82
54.05
61.41
65.31
73.63
92.03
120.17
Right
20
Elev
216.5
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
189
187.4
189.5
Sta
21.35
25.3
31.46
35.79
38.96
39.42
41.89
51.24
54.16
62.29
65.65
76.52
93.23
120.17
Coeff Contr.
.1
Elev
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
206.79
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 1+040
Station Elevation Data
Sta
Elev
Sta
0
218
6.68
35.75
215.5
36.49
39.3
213
39.98
Addenda. Càlculs hydraulics
RIVER: RIU
REACH: CARDENER
RS: -1060.0
INPUT
Description: PK 1+060
Station Elevation Data
Sta
Elev
Sta
0
218
1.79
42.37
215.5
43.44
46.73
213
47.37
48.77
210.5
49.03
54.5
208
54.92
56.54
205.5
56.92
58.87
203
59.46
64.81
200.5
66.39
67.12
198
67.51
70.23
195.5
71.81
76.06
193
76.61
78.8
190.5
79.46
86.39
188
87.99
113.94
188.5 119.06
129.68
190.8 129.68
num=
Elev
217.5
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190
187.2
189
202.6
75
Sta
40.51
44.47
48
50.37
55.34
57.3
60.07
66.58
67.89
73.39
77.18
81.19
96.86
120.38
152.18
Elev
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
189.5
187.2
189.5
202.6
Manning's n Values
Sta
n Val
Sta
0
.065
86.39
num=
n Val
.035
3
Sta
113.94
n Val
.065
Bank Sta: Left
86.39
Lengths: Left Channel
20
20
Right
113.94
Sta
40.84
45.48
48.26
51.73
55.75
57.68
61.64
66.76
68.26
74.96
77.7
82.91
102.95
121.4
152.18
Right
20
Elev
216.5
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
189
187.2
190
193.78
Sta
41.29
46.1
48.51
53.11
56.17
58.28
63.23
66.94
68.64
75.51
78.22
84.64
104.55
123.68
163.18
Coeff Contr.
.1
Elev
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
190.5
195.4
Expan.
.3
CROSS SECTION
RS: -1040.0
num=
Elev
217.5
215
212.5
74
Sta
31.06
37.23
40.6
Elev
217
214.5
212
Sta
31.89
37.96
41.95
Elev
216.5
214
211.5
Sta
35
38.63
43.32
Elev
216
213.5
211
RIVER: RIU
REACH: CARDENER
RS: -1080.0
INPUT
Description: 1+080
Station Elevation Data
Sta
Elev
Sta
num=
Elev
72
Sta
Elev
Sta
Elev
Sta
Elev
Ajuntament de Manresa
0
5.53
8.79
12.04
16.79
20.71
25.41
27.38
28.98
32.76
36.29
41.8
57.69
86.1
113.41
217
214.5
212
209.5
207
204.5
202
199.5
197
194.5
192
189.5
187.1
189.5
193
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
.9
6.86
9.35
13.16
17.5
21.53
25.86
27.51
29.57
33.61
37.23
43.54
66.14
86.54
120.11
216.5
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
189
187.1
190
195
1.52
7.35
9.88
14.27
18.22
22.5
26.32
27.64
30.17
34.28
38.17
45.28
67.94
89.91
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
190.5
Manning's n Values
Sta
n Val
Sta
0
.065
47.02
num=
n Val
.035
3
Sta
67.94
n Val
.065
Bank Sta: Left
47.02
Lengths: Left Channel
20
20
Right
67.94
2.88
7.83
10.4
15.38
19.06
23.47
26.78
27.77
31.03
34.95
39.11
47.02
78.96
89.91
Right
20
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
188
188.5
197
4.21
8.31
10.93
16.08
19.89
24.44
27.26
28.38
31.9
35.62
40.06
48.82
81.87
113.41
Coeff Contr.
.1
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190
187.1
189
197
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 1+120
Station Elevation Data
Sta
Elev
Sta
0
216.5
10.31
29.59
214.5
30.02
40.36
212
40.71
42.25
209.5
42.71
44.46
207
44.87
50.5
204.5
51.12
54.36
202
54.74
56.63
199.5
57.19
59.51
197
60.14
62.83
194.5
63.42
65.42
192
66.13
76.47
189.5
76.84
93.56
186.9 110.03
122.72
189.5
123.7
127.59
190.5 137.37
146.22
193.9 155.22
num=
Elev
216.5
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
189
186.9
190
191
193.9
78
Sta
28.28
32.75
41.07
43.18
45.29
51.84
55.15
57.72
60.77
63.92
66.84
78.37
112.23
127.29
144.4
156.88
Elev
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
190.5
191.5
196
Manning's n Values
Sta
n Val
Sta
0
.065
78.37
num=
n Val
.035
3
Sta
115.13
n Val
.065
Bank Sta: Left
78.37
Lengths: Left Channel
20
20
Right
115.13
Sta
28.71
36.6
41.43
43.64
46.96
52.58
55.58
58.25
61.48
64.42
67.55
81.62
115.13
127.29
145.11
Right
20
Elev
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
188
188.5
192.2
192
Sta
29.15
39.09
41.79
44.04
47.38
53.45
56.02
58.88
62.18
64.92
68.27
83.82
118.94
127.59
145.72
Coeff Contr.
.1
Elev
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190
186.9
189
192.2
192.5
Expan.
.3
RS: -1100.0
CROSS SECTION
INPUT
Description: PK 1+100
Station Elevation Data
Sta
Elev
Sta
0
217
2.38
19.14
214.5
20.69
23.86
212
24.24
25.74
209.5
26.23
29.52
207
30.64
32.3
204.5
32.5
36.32
202
39.79
41.63
199.5
41.67
42.94
197
43.54
46.01
194.5
46.61
49.2
192
49.78
54.96
189.5
56.51
72.87
187
84.95
101.41
189.5 102.14
125.15
192.5 126.15
132.15
194.4 139.47
num=
Elev
216.5
214
211.5
209
206.5
204
201.5
199
196.5
194
191.5
189
187
190
192.5
194.4
78
Sta
16.13
21.74
24.61
26.74
31.71
34.4
40.12
41.7
44.13
47.26
50.38
58.87
85.95
108.06
126.15
139.97
Elev
216
213.5
211
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
191
196.18
196
Manning's n Values
Sta
n Val
Sta
0
.065
61.22
num=
n Val
.035
3
Sta
85.95
n Val
.065
Bank Sta: Left
61.22
Lengths: Left Channel
20
20
Right
85.95
Sta
16.99
22.45
24.93
27.28
31.9
34.71
40.53
41.74
44.76
47.91
50.98
61.22
95.38
109.22
126.3
Right
20
Elev
215.5
213
210.5
208
205.5
203
200.5
198
195.5
193
190.5
188
188.5
191.5
196.18
Sta
17.87
23.16
25.25
28.41
32.1
35.41
41.58
42.34
45.38
48.55
51.59
63.22
98.07
116.88
126.3
Coeff Contr.
.1
Elev
215
212.5
210
207.5
205
202.5
200
197.5
195
192.5
190
187
189
192
192.5
Expan.
.3
RIVER: RIU
REACH: CARDENER
RS: -1140.0
INPUT
Description: PK 1+140
Station Elevation Data
Sta
Elev
Sta
0
215.5
5.24
25.68
212
27
32.07
209
34.12
38.61
206.5
44.07
46.01
204
46.36
47.94
201.5
48.53
50.53
199
50.92
54.48
196.5
55.52
62.38
194
62.83
64.65
191.5
65.07
76.57
189
80.85
113.68
186.8 116.08
125.51
190 132.28
133.78
190.5 142.35
148.82
193.2
155
num=
Elev
215
211.5
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
190
191
193.2
73
Sta
11.19
28.27
35.19
44.62
46.71
49.13
51.31
57.36
63.29
65.49
84.61
118.43
132.28
147.8
155.7
Elev
214.5
211
208
205.5
203
200.5
198
195.5
193
190.5
188
188.5
192
191.5
196
Manning's n Values
Sta
n Val
Sta
0
.065
80.85
num=
n Val
.035
3
Sta
118.43
n Val
.065
Bank Sta: Left
80.85
Lengths: Left Channel
15
15
Sta
20.12
30.4
35.42
45.12
47.06
49.74
52.32
59.26
63.76
65.9
87.01
123.89
132.58
148.52
Elev
213
210
207.5
205
202.5
200
197.5
195
192.5
190
186.8
189
192
192
Sta
22.95
31.03
38.41
45.57
47.43
50.13
53.42
60.83
64.24
74.26
97.96
124.96
132.58
148.82
Elev
212.5
209.5
207
204.5
202
199.5
197
194.5
192
189.5
186.8
189.5
190
192.5
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Addenda. Càlculs hydraulics
RS: -1120.0
CROSS SECTION
Right
118.43
Right
15
Coeff Contr.
.1
Expan.
.3
Ajuntament de Manresa
RIVER: RIU
REACH: CARDENER
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
RIVER: RIU
REACH: CARDENER
RS: -1160.0
INPUT
Description: PK 1+160
Station Elevation Data
Sta
Elev
Sta
0
209
3.11
17.45
208
18.9
25.06
205.5
26.53
29.69
203
30.22
31.91
200.5
32.3
39.89
198
40.39
43.04
195.5
43.55
58.01
193
58.53
67.81
190.5
68.92
71.37
188
91.33
122.24
187.5
125.5
137.55
190 139.81
142.89
192.5 148.89
num=
Elev
209.5
207.5
205
202.5
200
197.5
195
192.5
190
187.5
188
190.5
192.5
63
Sta
5.57
20.32
27.6
30.73
34.15
40.85
44.1
58.87
69.53
93.33
127.56
139.94
149.49
Elev
209.5
207
204.5
202
199.5
197
194.5
192
189.5
186.2
188.5
191
196
Manning's n Values
Sta
n Val
Sta
0
.065
91.33
num=
n Val
.035
3
Sta
122.24
n Val
.065
Bank Sta: Left
91.33
Lengths: Left Channel
20
20
RS: -1155
INPUT
Description: PK 1+155
Station Elevation Data
Sta
Elev
Sta
0
215.5
5.24
25.68
212
27
32.07
209
34.12
38.61
206.5
44.07
46.01
204
46.36
47.94
201.5
48.53
50.53
199
50.92
54.48
196.5
55.52
62.38
194
62.83
64.65
191.5
65.07
76.57
189
80.85
113.68
186.8 116.08
125.51
192.5 132.28
num=
Elev
215
211.5
208.5
206
203.5
201
198.5
196
193.5
191
188.5
188
192.5
63
Sta
11.19
28.27
35.19
44.62
46.71
49.13
51.31
57.36
63.29
65.49
84.61
118.43
132.78
Manning's n Values
Sta
n Val
Sta
0
.065
84.61
num=
n Val
.035
3
Sta
116.08
Bank Sta: Left
84.61
Lengths: Left Channel
1
1
Right
116.08
Elev
214.5
211
208
205.5
203
200.5
198
195.5
193
190.5
188
188.5
196
Sta
20.12
30.4
35.42
45.12
47.06
49.74
52.32
59.26
63.76
65.9
87.01
123.89
Elev
213
210
207.5
205
202.5
200
197.5
195
192.5
190
186.75
189
Sta
22.95
31.03
38.41
45.57
47.43
50.13
53.42
60.83
64.24
74.26
97.96
124.96
Elev
212.5
209.5
207
204.5
202
199.5
197
194.5
192
189.5
186.75
191
n Val
.065
Right
1
Coeff Contr.
.1
Expan.
.3
Right
122.24
Sta
13.66
21.68
28.54
31.11
36.07
41.31
46.97
59.2
70.13
99.97
131.01
140.34
Right
20
Elev
209
206.5
204
201.5
199
196.5
194
191.5
189
186.2
189
191.5
Sta
15.27
23.17
29.14
31.51
38.02
41.77
57.62
59.44
70.74
120.24
135.25
140.43
Coeff Contr.
.1
Elev
208.5
206
203.5
201
198.5
196
193.5
191
188.5
186.2
189.5
192
Expan.
.3
CROSS SECTION
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RIVER: RIU
REACH: CARDENER
RS: -1180.0
INPUT
Description: PK 1+180
Station Elevation Data
Sta
Elev
Sta
0
198.5
2.01
12.97
197.5
13.7
16.81
195
17.19
36.49
192.5
37.38
48.44
190
55.84
73.79
187.5
86.4
94.46
187
99.07
114.74
189.5
115.9
num=
Elev
199
197
194.5
192
189.5
187.03
187.5
190
40
Sta
5.92
14.67
20.48
38.04
60.65
87.27
107.39
115.9
Elev
199
196.5
194
191.5
189
187
188
192
Manning's n Values
Sta
n Val
Sta
0
.065
87.27
num=
n Val
.035
3
Sta
94.46
n Val
.065
Bank Sta: Left
87.27
Lengths: Left Channel
20
20
RS: -1156
INPUT
Description: PK 1+156
Station Elevation Data
Sta
Elev
Sta
0
209
3.11
17.45
208
18.9
25.06
205.5
26.53
29.69
203
30.22
31.91
200.5
32.3
39.89
198
40.39
43.04
195.5
43.55
58.01
193
58.53
67.81
190.5
68.92
71.37
188
91.33
122.24
187.5
125.5
137.55
190 139.81
142.89
192.5 148.89
num=
Elev
209.5
207.5
205
202.5
200
197.5
195
192.5
190
187.5
188
190.5
192.5
63
Sta
5.57
20.32
27.6
30.73
34.15
40.85
44.1
58.87
69.53
93.33
127.56
139.94
149.49
Elev
209.5
207
204.5
202
199.5
197
194.5
192
189.5
186.3
188.5
191
196
Manning's n Values
Sta
n Val
Sta
0
.065
91.33
num=
n Val
.035
3
Sta
122.24
n Val
.065
Bank Sta: Left
91.33
Lengths: Left Channel
4
4
Right
122.24
CROSS SECTION
Addenda. Càlculs hydraulics
Sta
13.66
21.68
28.54
31.11
36.07
41.31
46.97
59.2
70.13
99.97
131.01
140.34
Elev
209
206.5
204
201.5
199
196.5
194
191.5
189
186.3
189
191.5
Sta
15.27
23.17
29.14
31.51
38.02
41.77
57.62
59.44
70.74
120.24
135.25
140.43
Elev
208.5
206
203.5
201
198.5
196
193.5
191
188.5
186.3
189.5
192
Right
94.46
CROSS SECTION
Right
4
Coeff Contr.
.1
Expan.
.3
RIVER: RIU
REACH: CARDENER
RS: -1200.0
INPUT
Description: PK 1+200
Station Elevation Data
num=
35
Sta
10.06
15.52
35.79
47.31
62.34
89.27
109.26
121.9
Right
20
Elev
198.5
196
193.5
191
188.5
186
188.5
192
Sta
12.3
16.4
35.87
47.89
65.55
92.46
113.49
124.9
Coeff Contr.
.1
Elev
198
195.5
193
190.5
188
186
189
196
Expan.
.3
Ajuntament de Manresa
Sta
0
31.61
45.42
49.05
91.37
110.77
112.53
Elev
196
193.5
191
188.5
185.9
188.5
191.9
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Sta
10.18
32.19
46.08
62.42
97.66
111.32
112.83
Elev
195.5
193
190.5
188
185.9
189
191.9
Sta
10.58
32.7
47.14
84.08
99.86
111.65
112.83
Elev
195
192.5
190
187.5
187
189.5
191.2
Manning's n Values
Sta
n Val
Sta
0
.065
84.08
num=
n Val
.035
3
Sta
104.69
n Val
.045
Bank Sta: Left
84.08
Right Levee
Lengths: Left Channel
20
20
112.83
Elevation=
Right
104.69
Station=
Sta
10.76
35.27
47.39
88.01
100.56
111.93
118.83
Right
20
191.9
Elev
194.5
192
189.5
187
187.5
190
191.2
Sta
11.54
44.59
47.48
90.21
104.69
112.53
121.53
Coeff Contr.
.1
Elev
194
191.5
189
185.9
188
191.2
196
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1220.0
INPUT
Description: PK 1+220
Station Elevation Data
Sta
Elev
Sta
0
196
11.44
25.42
193.5
26.42
41.22
191
45.06
48.26
188.5
68.82
105.88
185.8 108.28
109.63
189
109.8
110.65 191.79 110.65
num=
Elev
195.5
193
190.5
188
187
189.5
191.09
34
Sta
13.34
29.33
45.29
74.08
109.33
110.05
116.35
Manning's n Values
Sta
n Val
Sta
0
.065
93.68
num=
n Val
.035
3
Sta
108.28
Bank Sta: Left
93.68
Right Levee
Lengths: Left Channel
20
20
110.65
Elevation=
Elev
195
192.5
190
187.5
187.5
190
191.09
Sta
15.26
31.37
45.51
93.68
109.51
110.35
119.05
Elev
194.5
192
189.5
187
188
191.09
196
Sta
18.08
40.86
46.8
96.08
109.61
110.35
Elev
194
191.5
189
185.8
188.5
191.79
Sta
0
n Val
.065
Bank Sta: Left
92.31
Right Levee
Sta
92.31
Right
110.23
Station=
n Val
.035
Sta
110.23
n Val
.045
Lengths: Left Channel
20
20
112.45
Elevation=
Right
20
191.5
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1260.0
INPUT
Description: PK 1+260
Station Elevation Data
Sta
Elev
Sta
0
197
6.76
37.18
194.5
40.45
42.9
192
43.67
46.68
189.5
48.91
90.66
187
92.3
107.59
186.5 108.23
109.42
189 109.47
110.19
191.4 110.19
num=
Elev
196.5
194
191.5
189
186.5
187
189.5
190.7
39
Sta
13.27
41.04
44.44
64.65
94.5
109.07
109.69
115.59
Elev
196
193.5
191
188.5
185.45
187.5
190
190.7
Manning's n Values
Sta
n Val
Sta
0
.065
90.66
num=
n Val
.035
3
Sta
108.23
n Val
.045
Bank Sta: Left
90.66
Right Levee
Lengths: Left Channel
20
20
110.19
Elevation=
Right
108.23
Station=
Sta
19.04
41.65
45.21
77.99
98.59
109.28
109.89
128.39
Right
20
191.4
Elev
195.5
193
190.5
188
185.45
188
190.7
196
Sta
25.57
42.27
45.98
81.82
105.39
109.37
109.89
Coeff Contr.
.1
Elev
195
192.5
190
187.5
185.45
188.5
191.4
Expan.
.3
CROSS SECTION
Right
108.28
Station=
n Val
.045
Right
20
191.79
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1240.0
INPUT
Description: 1+240
Station Elevation Data
Sta
Elev
Sta
0
196
5.51
27.3
193.5
29.82
38.53
191
46.92
53.05
188.5
62.76
92.31
187
99.73
107.39
186.5 110.23
111.4
189 111.46
112.45
191.5 112.45
num=
Elev
195.5
193
190.5
188
186.53
187
189.5
190.8
Manning's n Values
num=
Addenda. Càlculs hydraulics
39
Sta
11.91
31.48
48.34
64.2
100.13
111.06
111.55
117.85
3
Elev
195
192.5
190
187.5
186.5
187.5
190
190.8
Sta
20.98
33.21
48.88
77.51
102.13
111.35
112.15
130.69
Elev
194.5
192
189.5
187.5
185.5
188
190.8
196
Sta
25.67
35.21
50.69
80.36
105.39
111.39
112.15
Elev
194
191.5
189
187.5
185.5
188.5
191.5
RIVER: RIU
REACH: CARDENER
RS: -1280.0
INPUT
Description: PK 1+280
Station Elevation Data
Sta
Elev
Sta
0
198
13.14
30.3
195.5
30.55
31.82
193
32.22
33.35
190.5
33.58
45.8
193
47.2
77.5
187.5
82.07
97.49
185.4
99.89
100.9
188.5 100.95
101.4 191.35
101.4
num=
Elev
197.5
195
192.5
190
193
187
186.5
189
190.65
44
Sta
28.77
30.8
32.62
34.91
47.2
83.21
100.05
100.99
106.8
Elev
197
194.5
192
189.5
188.8
186.5
187
189.5
190.65
Manning's n Values
Sta
n Val
0
.065
num=
n Val
.035
3
Sta
100.56
n Val
.045
Bank Sta: Left
77.5
Left Levee
Right Levee
Sta
77.5
Right
100.56
Station=
Station=
Lengths: Left Channel
20
20
47.2
Elevation=
101.4
Elevation=
Sta
29.82
31.04
32.86
36.14
57.01
85.61
100.56
101.1
119.6
Right
20
193
191.35
Elev
196.5
194
191.5
189
188.5
185.4
187.5
190.65
196
Sta
30.05
31.42
33.1
45.8
70.07
88.96
100.86
101.1
Coeff Contr.
.1
Elev
196
193.5
191
188.8
188
185.4
188
191.35
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1300.0
INPUT
Description: PK 1+300
Station Elevation Data
Sta
Elev
Sta
0
198.5
11.03
41.09
196
41.34
42.42
193.5
42.75
44.29
191
44.74
55.35
188.8
55.35
68.62
188
85.14
98.75 185.35
106.5
111.35
188 111.44
111.92
191.3 112.22
num=
Elev
198
195.5
193
190.5
193
187.5
185.35
188.5
191.3
45
Sta
28.26
41.6
43.08
45.2
56.75
89.2
109.1
111.5
112.22
Elev
197.5
195
192.5
190
193
187
186.5
189
190.6
Manning's n Values
Sta
n Val
Sta
0
.065
85.14
num=
n Val
.035
3
Sta
111.22
n Val
.045
Bank Sta: Left
85.14
Left Levee
Right Levee
Lengths: Left Channel
20
20
56.75
Elevation=
112.22
Elevation=
Sta
29.58
41.85
43.4
45.93
56.75
90.67
110.49
111.92
117.62
Elev
197
194.5
192
189.5
188.8
186.5
187
189.5
190.6
Sta
40.54
42.09
43.84
46.4
65.79
93.27
111.22
111.92
129.32
Elev
196.5
194
191.5
189
188.5
185.35
187.5
190.6
196
INPUT
Description: PK 1+340
Station Elevation Data
Sta
Elev
Sta
0
197
15.89
17.01
194.5
17.18
19.07
192
19.28
20.73
189.5
22.49
32.23
188.8
39.63
65.02
186.5
68.02
85.78
187
86.12
87.21 191.24
87.51
num=
Elev
196.5
194
191.5
189
188.5
185.25
187.5
191.24
40
Sta
16.58
17.63
19.51
30.83
46.5
74.38
86.49
87.51
Elev
196
193.5
191
188.8
188
185.25
188
190.54
Manning's n Values
Sta
n Val
Sta
0
.065
61.77
num=
n Val
.035
3
Sta
86.12
n Val
.045
Bank Sta: Left
61.77
Left Levee
Right Levee
Lengths: Left Channel
20
20
32.23
Elevation=
87.51
Elevation=
Right
86.12
Station=
Station=
Sta
16.71
18.12
19.75
30.83
61.77
82.3
86.71
92.81
Right
20
193.25
191.24
Elev
195.5
193
190.5
193.25
187.5
185.25
188.5
190.54
Sta
16.86
18.6
19.99
32.23
64.29
85.3
87.21
108.81
Coeff Contr.
.1
Elev
195
192.5
190
193.25
187
186.5
190.54
196
Expan.
.3
CROSS SECTION
Right
111.22
Station=
Station=
Right
20
193
191.3
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1320.0
INPUT
Description: PK 1+320
Station Elevation Data
Sta
Elev
Sta
0
198.5
14.6
39.83
196
39.98
40.88
193.5
41.32
42.42
191
42.52
53.36
188.8
53.36
64.2
188
86.48
96.76
185.3 105.69
109.49
188 109.71
110.61 190.58 116.01
num=
Elev
198
195.5
193
190.5
193.2
187.5
185.3
188.5
190.58
43
Sta
23.24
40.13
41.76
42.62
54.76
87.66
108.39
110.31
127.72
Elev
197.5
195
192.5
190
193.2
187
186.5
190.58
196
Manning's n Values
Sta
n Val
Sta
0
.065
86.48
num=
n Val
.035
3
Sta
109.37
n Val
.045
Bank Sta: Left
86.48
Left Levee
Right Levee
Lengths: Left Channel
20
20
54.76
Elevation=
110.61
Elevation=
Right
109.37
Station=
Station=
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Addenda. Càlculs hydraulics
RS: -1340.0
Sta
23.97
40.28
42.22
43.45
54.76
88.61
109
110.31
Elev
197
194.5
192
189.5
188.8
186.5
187
191.28
Sta
37.02
40.43
42.32
44.91
62.51
91.31
109.37
110.61
Elev
196.5
194
191.5
189
188.5
185.3
187.5
191.28
RIVER: RIU
REACH: CARDENER
RS: -1360.0
INPUT
Description: PK 1+360
Station Elevation Data
Sta
Elev
Sta
-62.4
199.5 -62.37
-2
189
0
3.84
188.7
4.59
32.58
187.5
33.31
53.54
185.2
56.74
58.59
188.5
59.09
64.69
190.5
75.19
num=
Elev
199.5
189
188.5
187
186.5
190.5
196
32
Sta
-59.47
2.44
7.42
35.32
57.36
59.09
Elev
199.9
188.7
188
186.5
187
191.2
Manning's n Values
Sta
n Val
Sta
-62.4
.065
32.58
num=
n Val
.035
3
Sta
58.04
n Val
.045
Bank Sta: Left
32.58
Left Levee
Right Levee
Lengths: Left Channel
20
20
3.84
Elevation=
59.39
Elevation=
Right
58.04
Station=
Station=
Sta
-59.47
2.44
8.62
38.52
58.04
59.39
Right
20
193.3
191.2
Elev
202
193.3
187.5
185.2
187.5
191.2
Sta
-2
3.84
13.78
46.57
58.39
59.39
Coeff Contr.
.1
Elev
202
193.3
187.5
185.2
188
190.5
Expan.
.3
CROSS SECTION
Right
20
193.2
191.28
Coeff Contr.
.1
Expan.
.3
RIVER: RIU
REACH: CARDENER
RS: -1380.0
INPUT
Description: PK 1+380
Station Elevation Data
Sta
Elev
Sta
-51.3
196.5
-29.5
1.72
189.5
5.45
10.11
189
14.93
num=
Elev
195.5
189.3
188.5
32
Sta
-26
5.45
17.69
Elev
195
193.15
188
Sta
-23.5
6.85
19.2
Elev
194.5
193.15
187.5
Sta
0
6.85
31.53
Elev
190
189.3
187.5
Ajuntament de Manresa
40.82
62.42
66.9
73.1
187.5
185.1
188.5
190.45
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
42.17
65.22
67.5
83.6
187
186.5
190.45
196
43.1
65.73
67.5
186.5
187
191.15
Manning's n Values
Sta
n Val
Sta
-51.3
.065
40.82
num=
n Val
.035
3
Sta
66.23
n Val
.045
Bank Sta: Left
40.82
Left Levee
Right Levee
Lengths: Left Channel
20
20
6.85
Elevation=
67.8
Elevation=
Right
66.23
Station=
Station=
45.9
66.23
67.8
185.1
187.5
191.15
55.25
66.66
67.8
185.1
188
190.45
RIVER: RIU
REACH: CARDENER
RS: -1400.0
INPUT
Description: PK 1+400
Station Elevation Data
Sta
Elev
Sta
-62.1
196.5
-62
-2.28
189.7
0
4.91 193.15
4.91
18.64
187.5
34.9
54.18
185
60.8
65.39
187.5
66.3
67.35 190.41
72.35
num=
Elev
196.5
190
189
187
185
188
190.41
33
Sta
-54.23
2.41
7.11
39.09
62.8
67.05
82.85
Elev
199.13
189.5
189
186.5
186
190.41
196
Manning's n Values
Sta
n Val
-62.1
.065
num=
n Val
.035
3
Sta
64.49
n Val
.045
Bank Sta: Left
34.9
Left Levee
Right Levee
Right
64.49
Station=
Station=
Right
20
193.15
191.15
Coeff Contr.
.1
Expan.
.3
Lengths: Left Channel
20
20
4.91
Elevation=
67.35
Elevation=
Sta
-54.23
3.51
16.37
45.02
63.61
67.05
Elev
200
189.4
188.5
186
186.5
191.11
Sta
-2.28
3.51
17.2
47.02
64.49
67.35
Elev
200
193.15
188
185
187
191.11
Lengths: Left Channel
20
20
5
Elevation=
66.61
Elevation=
Right
20
193.2
191.1
Coeff Contr.
.1
Expan.
.3
RIVER: RIU
REACH: CARDENER
RS: -1420.0
INPUT
Description: PK 1+420
Station Elevation Data
Sta
Elev
Sta
-19.92
194.2 -19.91
0
190
3.43
5
189
7.5
21.35
187
39.6
59.09 184.95
60.88
63.99
187
64.65
66.61
191.1
66.61
num=
Elev
194.2
189.5
189
186.5
184.95
187.5
190.4
35
Sta
-19.91
3.65
14.55
44.09
62.08
65.31
71.71
Elev
200
189.4
188.5
186
185.5
188
190.4
Manning's n Values
Sta
n Val
Sta
-19.92
.065
53.93
num=
n Val
.035
3
Sta
62.08
n Val
.045
RIVER: RIU
REACH: CARDENER
RS: -1440.0
INPUT
Description: PK 1+440
Station Elevation Data
Sta
Elev
Sta
-5.91
194.5
0
14.21
192
17.75
24.6
200
40.27
47.27 189.45
47.27
58.19
188.5
59.94
102.11 184.94 108.23
109.89
187 110.06
111.53 190.95 111.53
num=
Elev
194
191.5
200
193.1
188
184.94
187.5
190.25
39
Sta
1.81
19.94
40.27
48.67
90.18
109.53
110.23
116.63
Elev
193.5
191
190
193.1
186
185.5
188
190.25
Manning's n Values
Sta
n Val
Sta
-5.91
.065
90.18
num=
n Val
.035
3
Sta
109.6
n Val
.045
Bank Sta: Left
90.18
Left Levee
Right Levee
Lengths: Left Channel
20
20
48.67
Elevation=
111.53
Elevation=
Right
109.6
Station=
Station=
Sta
9.38
22.19
44.02
48.67
99.9
109.6
111.23
127.13
Right
20
193.1
190.95
Elev
193
190.5
190
189
185.54
186
190.25
196
Sta
11.89
24.6
47.17
51.92
100.81
109.75
111.23
Coeff Contr.
.1
Elev
192.5
190.55
189.5
189
185.5
186.5
190.95
Expan.
.3
CROSS SECTION
Right
20
193.15
191.11
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
Addenda. Càlculs hydraulics
Right
62.08
Station=
Station=
CROSS SECTION
CROSS SECTION
Sta
34.9
Bank Sta: Left
53.93
Left Levee
Right Levee
Sta
-4.45
3.65
15.01
53.93
62.57
66.31
73
Elev
200
193.2
188
185.64
186
190.4
194
Sta
-4.45
5
17.98
57.89
63.3
66.31
83.61
Elev
189.5
193.2
187.5
185.5
186.5
191.1
196
RIVER: RIU
REACH: CARDENER
RS: -1460.0
INPUT
Description: PK 1+460
Station Elevation Data
Sta
Elev
Sta
-3.58
194.5
-2.58
7.69
191.5
11.28
40.42
190
45.09
47.17
189
48.77
99.78 185.56 100.56
108.07
186 108.38
110.3
190.2
110.3
127.2
196
num=
Elev
194
191
189.5
189
185.5
186.5
190.9
36
Sta
0
13.68
45.77
53.2
101.96
108.69
110.6
Elev
193
191
189.4
188.5
184.93
187
190.9
Manning's n Values
Sta
n Val
Sta
-3.58
.065
94.52
num=
n Val
.035
3
Sta
108.07
n Val
.045
Bank Sta: Left
94.52
Left Levee
Right Levee
Lengths: Left Channel
20
20
47.17
Elevation=
110.6
Elevation=
CROSS SECTION
Right
108.07
Station=
Station=
Sta
2.03
22.43
45.77
56.5
106.46
109
110.6
Right
20
193.2
190.9
Elev
192.5
191
193.2
188
184.93
187.5
190.2
Sta
4.73
23.76
47.17
94.52
107.86
109.3
115.7
Coeff Contr.
.1
Elev
192
190.5
193.2
186
185.5
188
190.2
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
106.08
RIVER: RIU
REACH: CARDENER
RS: -1480.0
INPUT
Description: PK 1+480
Station Elevation Data
Sta
Elev
Sta
0
195
4.71
13.45
192.5
14.84
16.64
190
47.77
96.07 184.92 101.97
103.93
187 104.07
105.52 190.65 105.52
num=
Elev
194.5
192
188
184.92
187.5
189.95
29
Sta
9.25
15.29
91.42
103.57
104.22
110.62
Manning's n Values
Sta
n Val
Sta
0
.065
91.42
num=
n Val
.035
3
Sta
103.62
Bank Sta: Left
91.42
Right Levee
Lengths: Left Channel
20
20
105.52
Elevation=
Right
103.62
Station=
Elev
194
191.5
186
185.5
188
189.95
Sta
10.67
15.74
92.45
103.62
105.22
123.12
Elev
193.5
191
185.5
186
189.95
196
Sta
12.06
16.19
94.05
103.78
105.22
Elev
193
190.5
184.92
186.5
190.65
n Val
.045
Right
20
190.65
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1500.0
INPUT
Description: PK 1+500
Station Elevation Data
Sta
Elev
Sta
0
195
5.17
12.3
192.5
12.93
15.78
190
51.41
98.37 184.91 101.88
104.42
187 104.68
105.84
190.6 105.84
num=
Elev
194.5
192
188
184.91
187.5
189.9
29
Sta
10.49
13.66
87.84
103.58
104.94
109.94
Manning's n Values
Sta
n Val
Sta
0
.065
87.84
num=
n Val
.035
3
Sta
103.87
Bank Sta: Left
87.84
Right Levee
Lengths: Left Channel
20
20
105.84
Elevation=
Right
103.87
Station=
Elev
194
191.5
186
185.5
188
189.9
Sta
11.09
14.38
89.82
103.87
105.54
122.24
Elev
193.5
191
185.5
186
189.9
196
Sta
11.7
15.1
91.52
104.15
105.54
Elev
193
190.5
184.91
186.5
190.6
n Val
.045
Right
20
190.6
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 1+520
Station Elevation Data
Sta
Elev
Sta
0
195
4.05
9.49
192.5
9.94
11.67
190
49.28
99.24
184.9 101.96
104.33
187 104.72
Addenda. Càlculs hydraulics
RS: -1520.0
num=
Elev
194.5
192
188
184.9
187.5
29
Sta
8.12
10.37
82.61
103.16
105.18
Elev
194
191.5
186
185.5
188
Sta
8.57
10.81
87.23
103.6
105.78
Elev
193.5
191
185.5
186
189.8
Sta
9.03
11.24
88.43
103.93
105.78
Elev
193
190.5
184.9
186.5
190.5
190.5
106.08
189.8
111.18
189.8
Manning's n Values
Sta
n Val
Sta
0
.065
82.61
num=
n Val
.035
3
Sta
103.6
n Val
.045
Bank Sta: Left
82.61
Right Levee
Lengths: Left Channel
20
20
106.08
Elevation=
Right
103.6
Station=
123.18
Right
20
190.5
196
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1540.0
INPUT
Description: PK 1+540
Station Elevation Data
Sta
Elev
Sta
0
194.5
3.92
5.83
192
6.42
47.64
188
74.1
98.96 184.89 100.86
102.47
187.5 102.94
103.84
189.7 108.94
num=
Elev
194
191.5
186
185.5
188
189.7
28
Sta
4.42
7.01
81.14
101.02
103.54
121.44
Elev
193.5
191
185.5
186
189.7
196
Manning's n Values
Sta
n Val
Sta
0
.065
81.14
num=
n Val
.035
3
Sta
100.86
n Val
.045
Bank Sta: Left
81.14
Right Levee
Lengths: Left Channel
20
20
103.84
Elevation=
Right
100.86
Station=
Sta
4.91
7.58
83.04
101.5
103.54
Right
20
190.4
Elev
193
190.5
184.89
186.5
190.4
Sta
5.38
8.14
96.11
101.98
103.84
Coeff Contr.
.1
Elev
192.5
190
184.89
187
190.4
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1560.0
INPUT
Description: PK 1+560
Station Elevation Data
Sta
Elev
Sta
0
194.5
6.25
7.61
192
8.17
57.01
188
79.64
102.43 184.88 104.43
105.94
187.5 106.28
107.18
189.6 112.28
num=
Elev
194
191.5
186
185.5
188
189.6
28
Sta
6.59
8.73
88.05
104.95
106.88
124.78
Elev
193.5
191
185.5
186
189.6
196
Manning's n Values
Sta
n Val
Sta
0
.065
88.05
num=
n Val
.035
3
Sta
104.43
n Val
.045
Bank Sta: Left
88.05
Right Levee
Lengths: Left Channel
20
20
107.18
Elevation=
CROSS SECTION
Right
104.43
Station=
Sta
6.93
9.3
90.05
105.28
106.88
Right
20
190.3
Elev
193
190.5
184.88
186.5
190.3
Sta
7.27
9.86
98.33
105.61
107.18
Coeff Contr.
.1
Elev
192.5
190
184.88
187
190.3
Expan.
.3
Ajuntament de Manresa
RIVER: RIU
REACH: CARDENER
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
RS: -1580.0
INPUT
Description: PK 1+580
Station Elevation Data
Sta
Elev
Sta
0
194.5
6.47
8.36
192
9.17
46.69
188
78.22
103.31 184.87 105.41
107.31
187.5 107.79
108.69
189.5 113.79
num=
Elev
194
191.5
186
185.5
188
189.5
28
Sta
6.94
9.97
90.95
105.88
108.39
125.79
Manning's n Values
Sta
n Val
Sta
0
.065
90.95
num=
n Val
.035
3
Sta
105.41
Bank Sta: Left
90.95
Right Levee
Lengths: Left Channel
20
20
108.69
Elevation=
Right
105.41
Station=
Elev
193.5
191
185.5
186
189.5
196
Sta
7.41
10.78
93.05
106.36
108.39
Elev
193
190.5
184.87
186.5
190.2
Sta
7.88
11.59
98.83
106.84
108.69
Elev
192.5
190
184.87
187
190.2
n Val
.045
Right
20
190.2
Coeff Contr.
.1
Expan.
.3
RS: -1600.0
INPUT
Description: PK 1+600
Station Elevation Data
Sta
Elev
Sta
0
194
.39
2.56
191.5
3.59
72.47
186
82.29
97.81
185.5
98.06
98.53
188
99.13
103.93 189.25 115.93
num=
Elev
193.5
191
185.5
186
189.25
196
27
Sta
.77
4.62
84.49
98.17
99.13
Manning's n Values
Sta
n Val
Sta
0
.065
82.29
num=
n Val
.035
3
Sta
97.81
Bank Sta: Left
82.29
Right Levee
Lengths: Left Channel
20
20
99.43
Elevation=
Right
97.81
Station=
Elev
193
190.5
184.86
186.5
189.95
Sta
1.15
5.66
89.55
98.28
99.43
Elev
192.5
190
184.86
187
189.95
Sta
1.53
31.86
95.61
98.4
99.43
Elev
192
188
184.86
187.5
189.25
n Val
.045
Right
20
189.95
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 1+620
Station Elevation Data
Sta
Elev
Sta
0
194
25.8
29.73
190
38.11
91.23
185.5
93.53
107.93
186
108
108.81 189.17 108.81
126.31
196
Addenda. Càlculs hydraulics
num=
n Val
.035
Bank Sta: Left
91.23
Right Levee
Lengths: Left Channel
20
20
109.11
Elevation=
Right
105.37
Station=
3
Sta
105.37
n Val
.045
Right
20
189.87
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Manning's n Values
Sta
n Val
Sta
0
.065
91.23
RS: -1640.0
INPUT
Description: PK 1+640
Station Elevation Data
Sta
Elev
Sta
0
194
25.43
28.25
190
37.78
87.31
185.5
89.71
106.62
186 106.74
108 189.16
108
125.5
196
num=
Elev
192
188.5
184.84
186.5
189.86
26
Sta
26.13
40.89
99.6
106.87
108.3
Elev
191.5
188
184.84
187
189.86
Manning's n Values
Sta
n Val
Sta
0
.065
83.35
num=
n Val
.035
3
Sta
106.62
n Val
.045
Bank Sta: Left
83.35
Right Levee
Lengths: Left Channel
20
20
108.3
Elevation=
Right
106.62
Station=
Sta
26.84
56.7
103.77
106.99
108.3
Right
20
189.86
Elev
191
187.5
184.84
187.5
189.16
Sta
27.54
83.35
106.17
107.12
113.4
Coeff Contr.
.1
Elev
190.5
186
185.5
188
189.16
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1660.0
INPUT
Description: PK 1+660
PK 1+660
Station Elevation Data
Sta
Elev
Sta
0
194
24.06
25.27
190
34.98
84.53
186
86.49
103.27
185.5 104.51
104.96
188 105.56
110.96 189.14 121.96
num=
Elev
192
188.5
185.5
186
189.14
196
27
Sta
24.35
38.22
88.99
104.61
105.56
Elev
191.5
188
184.83
186.5
189.84
Manning's n Values
Sta
n Val
Sta
0
.065
83.98
num=
n Val
.035
3
Sta
104.61
n Val
.045
Bank Sta: Left
83.98
Right Levee
Lengths: Left Channel
20
20
105.86
Elevation=
Sta
24.65
40.52
97.92
104.72
105.86
Elev
191
187.5
184.83
187
189.84
Sta
24.96
83.98
101.77
104.84
105.86
Elev
190.5
186.5
184.83
187.5
189.14
RS: -1620.0
num=
Elev
192
188.5
184.85
186.5
189.87
26
Sta
26.76
40.86
99.47
108.07
109.11
Elev
191.5
188
184.85
187
189.87
Sta
27.73
70.9
103.07
108.15
109.11
Elev
191
187.5
184.85
187.5
189.17
Sta
28.72
82.59
105.37
108.21
114.21
Elev
190.5
186
185.5
188
189.17
CROSS SECTION
Right
104.61
Station=
Right
20
189.84
Coeff Contr.
.1
Expan.
.3
Ajuntament de Manresa
RIVER: RIU
REACH: CARDENER
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
RS: -1680.0
INPUT
Description: PK 1+680
Station Elevation Data
Sta
Elev
Sta
0
194
22.58
24.38
190
33.16
79.18
186
80.79
100.86
185.5 101.06
101.47
188
102
107.4 188.68
110.4
num=
Elev
192
188.5
185.5
186
188.68
192
28
Sta
23.03
36.08
83.39
101.16
102
124.03
Elev
191.5
188
184.82
186.5
189.38
194
Manning's n Values
Sta
n Val
Sta
0
.065
78.19
num=
n Val
.035
3
Sta
101.16
n Val
.045
Bank Sta: Left
78.19
Right Levee
Lengths: Left Channel
20
20
102.3
Elevation=
Sta
23.48
37.97
94.82
101.26
102.3
Elev
191
187.5
184.82
187
189.38
Sta
23.93
78.19
98.26
101.36
102.3
Elev
190.5
186.5
184.82
187.5
188.68
Manning's n Values
Sta
n Val
Sta
0
.065
79.39
num=
n Val
.035
Bank Sta: Left
79.39
Lengths: Left Channel
20
20
Right
103.72
3
Sta
103.72
n Val
.065
RS: -1740.0
CROSS SECTION
INPUT
Description: PK 1+740
Station Elevation Data
Sta
Elev
Sta
0
194.5
8.05
31.96
190.5
32.47
33.59
188
74.09
93.06 184.79
98.96
107.21
187 118.72
num=
Elev
194
190
186.5
184.79
187.5
25
Sta
30.44
32.75
81.87
101.86
122.71
Elev
192
189.5
186
185.5
188
RIVER: RIU
REACH: CARDENER
Manning's n Values
Sta
n Val
Sta
0
.065
81.87
num=
n Val
.035
3
Sta
104.39
n Val
.065
Bank Sta: Left
81.87
Lengths: Left Channel
20
20
Right
20
189.38
Coeff Contr.
.1
Expan.
.3
RS: -1700.0
INPUT
Description: PK 1+700
Station Elevation Data
Sta
Elev
Sta
0
194.5
7.86
30.45
190.5
31.7
37.59
188
39.72
88.21 184.81
97.78
106.39
186.5 106.69
109.3 188.87
109.6
128.65
194
num=
Elev
194
190
187.5
184.81
187
188.87
31
Sta
27.82
32.97
80.22
102.33
106.99
109.6
Manning's n Values
Sta
n Val
Sta
0
.065
80.22
num=
n Val
.035
3
Sta
106.39
Bank Sta: Left
80.22
Right Levee
Lengths: Left Channel
20
20
109.6
Elevation=
Right
106.39
Station=
Elev
192
189.5
186.5
184.81
187.5
188.17
Sta
28.45
35.12
83.49
105.03
107.3
114.7
Elev
191.5
189
186
185.5
188
188.17
Sta
29.16
36.39
85.51
106.1
109.3
117.7
Elev
191
188.5
185.5
186
188.17
192
n Val
.045
Right
20
188.87
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1720.0
INPUT
Description: PK 1+720
Station Elevation Data
Sta
Elev
Sta
0
194.5
8.11
31.58
190.5
32.22
35.13
188
79.39
94.99
184.8
98.3
105.57
187 108.68
num=
Elev
194
190
186.5
184.8
187.5
Addenda. Càlculs hydraulics
Right
104.39
Elev
192
189.5
186
185.5
188
Sta
30.31
33.75
83.72
102.64
121.78
Elev
191.5
189
185.5
186
192
Sta
30.94
34.44
86.52
103.72
131.78
Elev
191
188.5
184.8
186.5
194
Expan.
.3
Sta
30.95
33.03
82.68
104.39
126.21
Right
20
Elev
191.5
189
185.5
186
192
Sta
31.46
33.31
85.58
105.62
136.21
Coeff Contr.
.1
Elev
191
188.5
184.79
186.5
194
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1760.0
INPUT
Description: PK 1+760
Station Elevation Data
Sta
Elev
Sta
0
195
12.2
38.47
191
39.32
40.89
188.5
41.13
95.55 184.78
99.32
116.4
186.5 117.04
134.06
188 137.06
num=
Elev
194.5
190.5
188
184.78
187
192
28
Sta
18.6
40.16
68.12
109.93
119.43
157.84
Elev
194
190
186.5
184.78
187
194
Manning's n Values
Sta
n Val
Sta
0
.065
88.12
num=
n Val
.035
3
Sta
115.17
n Val
.065
Bank Sta: Left
88.12
Lengths: Left Channel
20
20
Right
115.17
CROSS SECTION
25
Sta
29.68
33.02
82.39
101.1
118.28
Coeff Contr.
.1
CROSS SECTION
RIVER: RIU
REACH: CARDENER
Right
101.16
Station=
Right
20
RIVER: RIU
REACH: CARDENER
INPUT
Description: PK 1+780
RS: -1780.0
Sta
36.79
40.41
88.12
112.93
125.56
Right
20
Elev
192
189.5
186
185.5
187
Sta
37.63
40.65
92.55
115.17
133.3
Coeff Contr.
.1
Elev
191.5
189
185.5
186
187.5
Expan.
.3
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Station Elevation Data
Sta
Elev
Sta
0
195.5
3.9
38.13
192
38.74
41.28
189.5
41.92
83.35
186
88.25
115.04
185.5 116.58
136.81
188
139
num=
Elev
195
191.5
189
185.5
186
192
28
Sta
9.99
39.36
42.57
89.71
117.56
162
Elev
194.5
191
188.5
184.77
186.5
194
Manning's n Values
Sta
n Val
Sta
0
.065
83.35
num=
n Val
.035
3
Sta
117.56
n Val
.065
Bank Sta: Left
83.35
Lengths: Left Channel
20
20
Right
117.56
Sta
15.86
40
43.22
98.71
134.16
Right
20
Elev
194
190.5
188
184.77
187
Sta
35.1
40.66
62.22
113.58
136.63
Coeff Contr.
.1
Elev
192.5
190
186.5
184.77
187.5
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1800.0
INPUT
Description: PK 1+800
Station Elevation Data
Sta
Elev
Sta
0
196
7.13
37.96
192.5
41.96
44.31
190
44.9
65.67
186.5
80.28
114.08 184.76 115.56
142.44
187.5 145.49
num=
Elev
195.5
192
189.5
186
185.5
188
28
Sta
9.72
42.54
45.29
84
120.39
150.49
Manning's n Values
Sta
n Val
Sta
0
.065
80.28
num=
n Val
.035
3
Sta
121.45
Bank Sta: Left
80.28
Lengths: Left Channel
20
20
Right
121.45
Elev
195
191.5
189
185.5
186
192
Sta
11.48
43.13
45.62
85.48
121.45
Elev
194.5
191
188.5
184.76
186.5
Sta
14.47
43.72
45.9
98.59
140.86
Elev
194
190.5
188
184.76
187
n Val
.065
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1820.0
INPUT
Description: PK 1+820
Station Elevation Data
Sta
Elev
Sta
0
198
2.34
10.67
195.5
13.44
41.27
192
41.73
44.09
189.5
45.02
68.74
186
78.89
118.59
185.5 152.59
num=
Elev
197.5
195
191.5
189
185.5
185.5
27
Sta
4.64
16
42.19
45.92
80.39
Manning's n Values
Sta
n Val
Sta
0
.065
78.89
num=
n Val
.035
3
Sta
118.59
Bank Sta: Left
78.89
Lengths: Left Channel
20
20
Right
118.59
Addenda. Càlculs hydraulics
Elev
197
194.5
191
188.5
184.75
Sta
6.59
18.52
42.66
46.82
99.24
Elev
196.5
194
190.5
188
184.75
Sta
8.51
38.19
43.13
66.89
117.09
Elev
196
192.5
190
186.5
184.75
n Val
.065
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1840.0
INPUT
Description: PK 1+840
Station Elevation Data
Sta
Elev
Sta
0
201
2.58
5.45
198.5
5.93
14.14
196
18.66
26.97
193.5
30.28
40.33
191
40.9
44
188.5
44.83
73.44 184.74
96.64
num=
Elev
200.5
198
195.5
193
190.5
188
184.74
35
Sta
3.99
7.54
20.43
34.9
41.45
64.55
121.34
Elev
200
197.5
195
192.5
190
186.5
184.74
Manning's n Values
Sta
n Val
Sta
0
.065
71.92
num=
n Val
.035
3
Sta
122.86
n Val
.065
Bank Sta: Left
71.92
Lengths: Left Channel
20
20
Right
122.86
Sta
4.47
9.16
21.73
39.17
42.33
66.18
122.86
Right
20
Elev
199.5
197
194.5
192
189.5
186
185.5
Sta
4.96
11.17
23
39.75
43.16
71.92
167.86
Coeff Contr.
.1
Elev
199
196.5
194
191.5
189
185.5
188
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1860.0
INPUT
Description: PK 1+860
Station Elevation Data
Sta
Elev
Sta
0
205
5.19
15.38
202.5
16.03
16.82
200
17.96
28.13
197.5
28.66
30.99
195
31.66
38.22
192.5
40.11
45.58
190
46.97
66.17
186.5
68.86
121.78 184.73 123.32
num=
Elev
204.5
202
199.5
197
194.5
192
189.5
186
185.5
43
Sta
13.1
16.28
20.93
29.16
32.34
41.49
48.34
74.45
183.32
Elev
204
201.5
199
196.5
194
191.5
189
185.5
188
Manning's n Values
Sta
n Val
Sta
0
.065
74.45
num=
n Val
.035
3
Sta
123.32
n Val
.065
Bank Sta: Left
74.45
Lengths: Left Channel
20
20
Right
123.32
Sta
13.93
16.5
24.97
29.65
33.43
42.85
49.65
75.99
Right
20
Elev
203.5
201
198.5
196
193.5
191
188.5
184.73
Sta
14.7
16.67
27.59
30.32
36.33
44.21
50.96
99.82
Coeff Contr.
.1
Elev
203
200.5
198
195.5
193
190.5
188
184.73
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1880.0
INPUT
Description: PK 1+880
Station Elevation Data
Sta
Elev
Sta
num=
Elev
51
Sta
Elev
Sta
Elev
Sta
Elev
Ajuntament de Manresa
0
14.02
18.9
25.36
28.38
31.15
33.33
40.82
46.57
73.76
187
209
206.5
204
201.5
199
196.5
194
191.5
189
185.5
188
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
1.77
16.19
19.24
26.05
28.97
31.7
33.54
41.97
47.72
75.36
208.5
206
203.5
201
198.5
196
193.5
191
188.5
184.7
3.68
16.87
19.57
26.54
29.54
32.1
37.48
43.13
48.88
99.26
Manning's n Values
Sta
n Val
Sta
0
.065
70.33
num=
n Val
.035
Bank Sta: Left
70.33
Lengths: Left Channel
20
20
Right
122
3
Sta
122
208
205.5
203
200.5
198
195.5
193
190.5
188
184.7
6.87
17.55
19.89
27.2
30.08
32.51
38.06
44.26
62.5
120.4
207.5
205
202.5
200
197.5
195
192.5
190
186.5
184.7
11.41
18.23
20.21
27.8
30.61
32.92
39.66
45.42
70.33
122
207
204.5
202
199.5
197
194.5
192
189.5
186
185.5
n Val
.065
Right
20
Coeff Contr.
.1
Expan.
.3
CROSS SECTION
RIVER: RIU
REACH: CARDENER
RS: -1900.0
INPUT
Description: PK 1+900
Station Elevation Data
Sta
Elev
Sta
0
209
1.77
14.02
206.5
16.19
18.9
204
19.24
25.36
201.5
26.05
28.38
199
28.97
31.15
196.5
31.7
33.33
194
33.54
40.82
191.5
41.97
46.57
189
47.72
73.46
185.5
75.26
140.28
188
num=
Elev
208.5
206
203.5
201
198.5
196
193.5
191
188.5
184.6
51
Sta
3.68
16.87
19.57
26.54
29.54
32.1
37.48
43.13
48.88
99.62
Elev
208
205.5
203
200.5
198
195.5
193
190.5
188
184.6
Sta
6.87
17.55
19.89
27.2
30.08
32.51
38.06
44.26
62.5
118.48
Elev
207.5
205
202.5
200
197.5
195
192.5
190
186.5
184.6
Sta
11.41
18.23
20.21
27.8
30.61
32.92
39.66
45.42
70.97
120.28
Elev
207
204.5
202
199.5
197
194.5
192
189.5
186
185.5
Sta
0
n Val
.065
Bank Sta: Left
53
Sta
53
Right
134
n Val
.035
Sta
134
n Val
.065
Lengths: Left Channel
30
30
Right
30
Coeff Contr.
.1
BRIDGE
RIVER: RIU
REACH: CARDENER
RS: -1935
INPUT
Description: PONT C-1411
Distance from Upstream XS =
12
Deck/Roadway Width
=
6
Weir Coefficient
=
1.44
Upstream Deck/Roadway Coordinates
num=
6
Sta Hi Cord Lo Cord
Sta Hi Cord Lo Cord
0
210
180
16 209.17
180
136 202.935 201.635
136 202.935
180
Sta Hi Cord Lo Cord
16 209.17 207.87
154
202
180
Upstream Bridge Cross Section Data
Station Elevation Data
num=
Sta
Elev
Sta
Elev
0
210
4
208
50
190
53
188
122
186
134
188
Sta
9
79
148
Manning's n Values
Sta
n Val
0
.065
Bank Sta: Left
53
Sta
53
Right
134
num=
n Val
.035
15
Sta
7
76
142
Elev
206
186
190
3
Sta
134
n Val
.065
Coeff Contr.
.1
Elev
204
184.5
200
Sta
14
119
154
Sta Hi Cord Lo Cord
16 209.17 207.87
154
202
180
CROSS SECTION
Downstream Bridge Cross Section Data
Station Elevation Data
num=
15
Sta
Elev
Sta
Elev
Sta
0
210
4
208
7
50
190
53
188
76
122
186
134
188
142
Sta
9
79
148
RIVER: RIU
REACH: CARDENER
Manning's n Values
Sta
n Val
0
.065
num=
n Val
.035
Bank Sta: Left
70.97
Lengths: Left Channel
20
20
Right
120.28
n Val
.065
Right
20
Coeff Contr.
.1
Expan.
.3
RS: -1920
INPUT
Description: PK 1+920
Station Elevation Data
Sta
Elev
Sta
0
210
4
50
190
53
122
186
134
num=
Elev
208
188
188
Manning's n Values
num=
Addenda. Càlculs hydraulics
3
Sta
120.28
Bank Sta: Left
53
15
Sta
7
76
142
3
Elev
206
186
190
Sta
9
79
148
Elev
204
184.5
200
Sta
14
119
154
Elev
200
184.5
202
Sta
53
Right
134
num=
n Val
.035
3
Sta
134
Coeff Contr.
.1
Elev
200
184.5
202
Expan.
.3
Downstream Deck/Roadway Coordinates
num=
6
Sta Hi Cord Lo Cord
Sta Hi Cord Lo Cord
0
210
180
16 209.17
180
136 202.935 201.635
136 202.935
180
Manning's n Values
Sta
n Val
Sta
0
.065
70.97
Expan.
.3
Elev
206
186
190
Elev
204
184.4
200
Sta
14
119
154
Elev
200
184.4
202
n Val
.065
Expan.
.3
Upstream Embankment side slope
=
Downstream Embankment side slope
=
Maximum allowable submergence for weir flow =
Elevation at which weir flow begins
=
Energy head used in spillway design
=
Spillway height used in design
=
0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Weir crest shape
Number of Piers =
= Broad Crested
5
CROSS SECTION
Pier Data
Pier Station
Upstream=
36
Upstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream=
Pier Data
Pier Station
Upstream=
56
Upstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream=
36
56
Downstream=
RS: -1950
INPUT
Description: PK 1+950
Station Elevation Data
Sta
Elev
Sta
0
210
4
50
190
53
122
186
134
num=
Elev
208
188
188
15
Sta
7
76
142
Elev
206
186
190
Manning's n Values
Sta
n Val
0
.065
num=
n Val
.035
3
Sta
134
n Val
.065
Sta
53
Right
134
Sta
9
79
148
Lengths: Left Channel
0
0
Elev
204
184.4
200
Right
0
76
River:RIU
Reach
Downstream=
Pier Data
Pier Station
Upstream=
116
Upstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream=
96
116
1
Low Flow Methods and Data
Energy
Selected Low Flow Methods = Highest Energy Answer
High Flow Method
Energy Only
Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
Class B flow critical depth computations use critical depth
inside the bridge at the upstream end
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
River Sta.
0.0
-20.0
-40.0
-50
-60.0
-80.0
-100.0
-120.0
-140.0
-160.0
-180.0
-190
-191
-200.0
-220.0
-240.0
-260.0
-280.0
-300.0
-320.0
-340.0
-360.0
-380.0
-400.0
-420.0
-440.0
-460.0
-480.0
-500.0
-520.0
-540.0
-560.0
n1
.045
.045
.035
Bridge
.035
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
n2
Sta
14
119
154
Coeff Contr.
.1
SUMMARY OF MANNING'S N VALUES
Pier Data
Pier Station
Upstream=
96
Upstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Addenda. Càlculs hydraulics
RIVER: RIU
REACH: CARDENER
Bank Sta: Left
53
Pier Data
Pier Station
Upstream=
76
Upstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Downstream
num=
2
Width
Elev
Width
Elev
1.4
10
1.4 207.87
Number of Bridge Coefficient Sets =
Criteria to check for pressure flow = Upstream energy grade line
n3
.035
.035
.035
.045
.045
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
Elev
200
184.4
202
Expan.
.3
Ajuntament de Manresa
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
Addenda. Càlculs hydraulics
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
-580.0
-600.0
-620.0
-640.0
-660.0
-680.0
-700.0
-720.0
-739
-739.25*
-739.5*
-739.75*
-740.0
-740.25*
-740.5*
-740.75*
-741
-741.25*
-741.5*
-741.75*
-742
-743.*
-744.*
-745.*
-746.*
-747.*
-748.*
-749.*
-750.*
-751.*
-752.*
-753.*
-754.*
-755.*
-756.*
-757.*
-758.*
-759.*
-760.0
-780.0
-800.0
-820.0
-840.0
-860.0
-880.0
-900.0
-920.0
-940.0
-959
-959.25*
-959.5*
-959.75*
-960.0
-960.25*
-960.5*
-960.75*
-961
-961.25*
-961.5*
-961.75*
-962
-963.*
-964.*
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
-965.*
-966.*
-967.*
-968.*
-969.*
-970.*
-971.*
-972.*
-973.*
-974.*
-975.*
-976.*
-977.*
-978.*
-979.*
-980.0
-1000.0
-1020.0
-1040.0
-1060.0
-1080.0
-1100.0
-1120.0
-1140.0
-1155
-1156
-1160.0
-1180.0
-1200.0
-1220.0
-1240.0
-1260.0
-1280.0
-1300.0
-1320.0
-1340.0
-1360.0
-1380.0
-1400.0
-1420.0
-1440.0
-1460.0
-1480.0
-1500.0
-1520.0
-1540.0
-1560.0
-1580.0
-1600.0
-1620.0
-1640.0
-1660.0
-1680.0
-1700.0
-1720.0
-1740.0
-1760.0
-1780.0
-1800.0
-1820.0
-1840.0
-1860.0
-1880.0
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.035
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.045
.065
.065
.065
.065
.065
.065
.065
.065
.065
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
CARDENER
CARDENER
CARDENER
CARDENER
-1900.0
-1920
-1935
-1950
.065
.065
Bridge
.065
.035
.035
.065
.065
.035
.065
SUMMARY OF REACH LENGTHS
River: RIU
Reach
River Sta.
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
Addenda. Càlculs hydraulics
0.0
-20.0
-40.0
-50
-60.0
-80.0
-100.0
-120.0
-140.0
-160.0
-180.0
-190
-191
-200.0
-220.0
-240.0
-260.0
-280.0
-300.0
-320.0
-340.0
-360.0
-380.0
-400.0
-420.0
-440.0
-460.0
-480.0
-500.0
-520.0
-540.0
-560.0
-580.0
-600.0
-620.0
-640.0
-660.0
-680.0
-700.0
-720.0
-739
-739.25*
-739.5*
-739.75*
-740.0
-740.25*
-740.5*
-740.75*
-741
Left
Channel
Right
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10
1
9
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
19
.25
.25
.25
.25
.25
.25
.25
.25
.25
20
20
20
20
20
20
10
1
9
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
19
.25
.25
.25
.25
.25
.25
.25
.25
.25
20
20
20
20
20
20
10
1
9
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
19
.25
.25
.25
.25
.25
.25
.25
.25
.25
Bridge
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
-741.25*
-741.5*
-741.75*
-742
-743.*
-744.*
-745.*
-746.*
-747.*
-748.*
-749.*
-750.*
-751.*
-752.*
-753.*
-754.*
-755.*
-756.*
-757.*
-758.*
-759.*
-760.0
-780.0
-800.0
-820.0
-840.0
-860.0
-880.0
-900.0
-920.0
-940.0
-959
-959.25*
-959.5*
-959.75*
-960.0
-960.25*
-960.5*
-960.75*
-961
-961.25*
-961.5*
-961.75*
-962
-963.*
-964.*
-965.*
-966.*
-967.*
-968.*
-969.*
-970.*
-971.*
-972.*
-973.*
-974.*
-975.*
-976.*
-977.*
-978.*
-979.*
-980.0
-1000.0
.25
.25
.25
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
20
20
20
20
20
20
20
20
20
19
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
20
20
.25
.25
.25
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
20
20
20
20
20
20
20
20
20
19
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
20
20
.25
.25
.25
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
20
20
20
20
20
20
20
20
20
19
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
.25
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
20
20
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
-1020.0
-1040.0
-1060.0
-1080.0
-1100.0
-1120.0
-1140.0
-1155
-1156
-1160.0
-1180.0
-1200.0
-1220.0
-1240.0
-1260.0
-1280.0
-1300.0
-1320.0
-1340.0
-1360.0
-1380.0
-1400.0
-1420.0
-1440.0
-1460.0
-1480.0
-1500.0
-1520.0
-1540.0
-1560.0
-1580.0
-1600.0
-1620.0
-1640.0
-1660.0
-1680.0
-1700.0
-1720.0
-1740.0
-1760.0
-1780.0
-1800.0
-1820.0
-1840.0
-1860.0
-1880.0
-1900.0
-1920
-1935
-1950
20
20
20
20
20
20
15
1
4
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
30
20
20
20
20
20
20
15
1
4
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
30
20
20
20
20
20
20
15
1
4
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
30
0
0
0
Bridge
SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: RIU
Reach
River Sta.
CARDENER
CARDENER
CARDENER
Addenda. Càlculs hydraulics
0.0
-20.0
-40.0
Contr.
Expan.
.1
.1
.1
.3
.3
.3
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
-50
Bridge
-60.0
.1
-80.0
.1
-100.0
.1
-120.0
.1
-140.0
.1
-160.0
.1
-180.0
.1
-190
.1
-191
.1
-200.0
.1
-220.0
.1
-240.0
.1
-260.0
.1
-280.0
.1
-300.0
.1
-320.0
.1
-340.0
.1
-360.0
.1
-380.0
.1
-400.0
.1
-420.0
.1
-440.0
.1
-460.0
.1
-480.0
.1
-500.0
.1
-520.0
.1
-540.0
.1
-560.0
.1
-580.0
.1
-600.0
.1
-620.0
.1
-640.0
.1
-660.0
.1
-680.0
.1
-700.0
.1
-720.0
.1
-739
.1
-739.25*
.1
-739.5*
.1
-739.75*
.1
-740.0
.1
-740.25*
.1
-740.5*
.1
-740.75*
.1
-741
.1
-741.25*
.1
-741.5*
.1
-741.75*
.1
-742
.1
-743.*
.1
-744.*
.1
-745.*
.1
-746.*
.1
-747.*
.1
-748.*
.1
-749.*
.1
-750.*
.1
-751.*
.1
-752.*
.1
-753.*
.1
-754.*
.1
-755.*
.1
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
Ajuntament de Manresa
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
Addenda. Càlculs hydraulics
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
-756.*
-757.*
-758.*
-759.*
-760.0
-780.0
-800.0
-820.0
-840.0
-860.0
-880.0
-900.0
-920.0
-940.0
-959
-959.25*
-959.5*
-959.75*
-960.0
-960.25*
-960.5*
-960.75*
-961
-961.25*
-961.5*
-961.75*
-962
-963.*
-964.*
-965.*
-966.*
-967.*
-968.*
-969.*
-970.*
-971.*
-972.*
-973.*
-974.*
-975.*
-976.*
-977.*
-978.*
-979.*
-980.0
-1000.0
-1020.0
-1040.0
-1060.0
-1080.0
-1100.0
-1120.0
-1140.0
-1155
-1156
-1160.0
-1180.0
-1200.0
-1220.0
-1240.0
-1260.0
-1280.0
-1300.0
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
CARDENER
-1320.0
-1340.0
-1360.0
-1380.0
-1400.0
-1420.0
-1440.0
-1460.0
-1480.0
-1500.0
-1520.0
-1540.0
-1560.0
-1580.0
-1600.0
-1620.0
-1640.0
-1660.0
-1680.0
-1700.0
-1720.0
-1740.0
-1760.0
-1780.0
-1800.0
-1820.0
-1840.0
-1860.0
-1880.0
-1900.0
-1920
-1935
-1950
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.1
.3
Bridge
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Resultats del càlcul T= 3 anys
Addenda. Càlculs hidràulics
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
PK
Addenda. Càlculs hidràulics
Secció
Cabal
Cota de la
solera
Cota de la
làmina
d’aigua
Nivell crític.
Cota de la
línia
d’energia
Pendent de
la línia
d’energia
Velocitat
Àrea
Froude
(m3/s)
(m)
(m)
(m)
(m)
(m/m)
(m/s)
(m2)
(m)
0+000
0
114.95
194.5
197.29
195.4
197.33
0.000358
1.07
132.29
0.2
0+020
-20
114.95
194
196.94
196.35
197.28
0.002961
2.83
51.98
0.57
0+040
-40
114.95
193.95
196.91
196.06
197.22
0.002448
2.49
48.27
0.51
0+050
-50
Bridge
0+060
-60
114.95
193.9
195.27
195.66
196.56
0.027005
5.04
22.83
1.51
0+080
-80
114.95
193.85
196.03
195.11
196.21
0.001661
1.88
61.93
0.42
0+100
-100
114.95
193.8
195.78
196.14
0.004491
2.86
47.95
0.67
0+120
-120
114.95
193.7
195.4
195.4
195.99
0.00932
3.49
36.16
0.93
0+140
-140
114.95
193.6
195.29
195.16
195.76
0.008216
3.05
37.94
0.85
0+160
-160
114.95
193.5
195.22
195.61
0.0054
2.76
41.77
0.71
0+180
-180
114.95
193.45
195.2
195.48
0.004281
2.36
48.86
0.63
0+190
-190
114.95
193.5
194.81
194.81
195.38
0.011117
3.37
34.5
0.98
0+191
-191
114.95
192.8
194.81
194.14
195.06
0.002787
2.21
52.45
0.52
0+200
-200
114.95
192.8
194.78
195.04
0.002921
2.37
55.76
0.55
0+220
-220
114.95
192.7
194.72
194.98
0.002855
2.36
54.89
0.54
0+240
-240
114.95
192.6
194.65
194.92
0.002965
2.3
51.79
0.54
0+260
0+280
-260
-280
114.95
114.95
192.5
192.4
194.67
194.64
194.85
194.81
0.001689
0.001516
1.9
1.84
63.82
65.39
0.42
0.4
0+300
-300
114.95
192.3
194.56
194.77
0.001995
2.09
59.12
0.46
0+320
-320
114.95
192.2
194.58
194.72
0.001181
1.68
72.5
0.35
0+340
-340
114.95
192.1
194.51
194.69
0.001583
1.98
66.54
0.41
0+360
-360
114.95
192.05
194.49
194.65
0.001305
1.81
70.52
0.38
0+380
-380
114.95
192
194.4
194.62
0.00188
2.13
64.49
0.45
0+400
-400
114.95
191.95
194.2
194.55
0.00344
2.72
50.49
0.6
0+420
-420
114.95
191.9
194.1
194.48
0.003698
2.77
45.01
0.62
0+440
-440
114.95
191.85
194.14
194.38
0.002377
2.14
53.88
0.49
0+460
-460
114.95
191.8
194.17
194.31
0.001347
1.68
68.7
0.37
0+480
-480
114.95
191.75
194.1
194.28
0.001733
1.9
63.71
0.42
0+500
-500
114.95
191.7
193.95
194.23
0.003091
2.33
51.63
0.55
0+520
-520
114.95
191.65
193.92
194.16
0.00244
2.18
54.73
0.5
0+540
-540
114.95
191.6
193.97
194.09
0.001047
1.54
76.28
0.33
0+560
-560
114.95
191.55
193.96
194.07
0.001404
1.44
79.68
0.36
0+580
-580
114.95
191.5
193.93
194.03
0.001576
1.42
81.1
0.38
0+600
-600
114.95
191.45
193.86
194
0.002063
1.63
70.71
0.43
0+620
-620
114.95
191.4
193.83
193.96
0.001151
1.64
76.41
0.35
0+640
-640
114.95
191.35
193.83
193.94
0.000927
1.5
82.94
0.31
0+660
-660
114.95
191.3
193.78
193.91
0.001122
1.62
76.23
0.34
0+680
-680
114.95
191.25
193.75
193.89
0.001139
1.65
73.78
0.35
Ajuntament de Manresa
Addenda. Càlculs hidràulics
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
0+700
-700
114.95
191.2
193.76
193.86
0.000813
1.42
85.35
0.3
0+720
-720
114.95
191.15
193.78
193.83
0.00054
1.01
114.23
0.23
0+739
-739
114.95
191.1
193.78
193.82
0.000328
0.93
129.14
0.19
0+740
-740
114.95
192.55
193.47
193.79
0.009037
2.53
47.55
0.85
0+741
-741
114.95
192.55
193.39
193.39
193.78
0.012484
2.79
42.65
0.98
0+742
-742
114.95
189.6
190.03
190.68
193.35
0.252475
8.07
14.24
3.95
0+760
-760
114.95
189.5
191.68
191.76
0.00088
1.28
90.05
0.3
0+780
-780
114.95
189.4
191.66
191.74
0.000684
1.25
99.13
0.27
0+800
-800
114.95
189.3
191.66
191.73
0.000584
1.19
102.96
0.25
0+820
-820
114.95
189.2
191.65
191.71
0.000569
1.15
101.43
0.25
0+840
-840
114.95
189.1
191.62
191.7
0.000608
1.25
97.42
0.26
0+860
-860
114.95
189
191.6
191.69
0.000696
1.36
94.23
0.28
0+880
-880
114.95
188.9
191.58
191.67
0.000809
1.32
86.84
0.29
0+900
-900
114.95
188.8
191.58
191.65
0.000718
1.22
94.47
0.27
0+920
-920
114.95
188.7
191.56
191.64
0.000777
1.22
94.36
0.28
0+940
-940
114.95
188.6
191.57
191.62
0.000378
1.01
115.49
0.2
0+959
-959
114.95
188.5
191.57
191.61
0.000267
0.92
134.34
0.18
0+960
-960
114.95
190.38
191.28
191.58
0.009436
2.44
47.31
0.86
0+961
-961
114.95
190.38
191.2
191.2
191.57
0.01344
2.71
42.49
1.01
0+962
-962
114.95
187.7
189.73
188.62
189.81
0.000896
1.28
89.96
0.3
0+980
-980
114.95
187.6
189.7
189.79
0.000992
1.35
85.13
0.31
1+000
-1000
114.95
187.5
189.58
189.75
0.002437
2.11
76.29
0.5
1+020
-1020
114.95
187.4
189.39
189.68
0.004112
2.5
57.25
0.63
1+040
-1040
114.95
187.3
189.23
189.58
0.004989
2.66
47.29
0.69
1+060
-1060
114.95
187.2
189.12
189.48
0.005212
2.69
45.78
0.7
1+080
-1080
114.95
187.1
189.02
189.38
0.004289
2.77
49.57
0.65
1+100
-1100
114.95
187
189.04
189.28
0.002513
2.22
59.83
0.5
1+120
-1120
114.95
186.9
189.07
189.21
0.001474
1.65
70.96
0.38
1+140
-1140
114.95
186.8
189.06
189.18
0.00126
1.56
76.11
0.36
1+155
-1155
114.95
186.75
189.03
189.16
0.001223
1.65
75.57
0.36
1+156
-1156
114.95
186.3
189.07
189.14
0.000505
1.23
117.51
0.24
1+160
-1160
114.95
186.2
189.07
189.14
0.000458
1.19
120.43
0.23
1+180
-1180
114.95
186
188.53
188.53
189.07
0.007728
4.13
53.51
0.88
1+200
-1200
114.95
185.9
188.32
188.23
188.77
0.006428
3.1
48.17
0.78
1+220
-1220
114.95
185.8
188.3
187.9
188.65
0.003469
2.86
60.09
0.6
1+240
-1240
114.95
185.5
188.24
187.98
188.57
0.004208
2.77
59.85
0.64
1+260
-1260
114.95
185.45
188.19
187.43
188.5
0.002532
2.54
54.18
0.52
1+280
-1280
114.95
185.4
188.18
187.32
188.43
0.002379
2.26
53.91
0.49
1+300
-1300
114.95
185.35
188.19
187.13
188.37
0.001667
1.94
65.21
0.42
1+320
-1320
114.95
185.3
188.15
186.99
188.34
0.001533
1.98
65.54
0.4
1+340
-1340
114.95
185.25
188.12
186.94
188.31
0.001509
1.93
64.53
0.4
1+360
-1360
114.95
185.2
188.13
186.85
188.27
0.001141
1.72
78.95
0.35
Ajuntament de Manresa
Addenda. Càlculs hidràulics
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
1+380
-1380
114.95
185.1
188.11
186.69
188.25
0.001012
1.67
80.12
1+400
-1400
1+420
-1420
114.95
185
188.11
186.77
188.22
114.95
184.95
187.97
187.4
188.18
1+440
-1440
114.95
184.94
187.96
186.96
1+460
-1460
114.95
184.93
187.74
1+480
-1480
114.95
184.92
1+500
-1500
114.95
184.91
1+520
-1520
114.95
1+540
-1540
1+560
1+580
0.33
0.000857
1.5
88.35
0.3
0.002572
2.71
79.37
0.53
188.13
0.001472
1.99
78.69
0.4
187.28
188.07
0.003268
2.83
62.01
0.59
187.65
187.19
188.01
0.003191
2.92
61.75
0.58
187.67
186.88
187.92
0.002061
2.39
67.62
0.47
184.9
187.7
186.63
187.87
0.001312
1.9
78.9
0.38
114.95
184.89
187.7
186.47
187.84
0.00103
1.79
88.59
0.34
-1560
114.95
184.88
187.61
186.64
187.8
0.001576
2.16
75.47
0.42
-1580
114.95
184.87
187.58
186.73
187.77
0.00169
2.21
82.9
0.44
1+600
-1600
114.95
184.86
187.54
186.7
187.73
0.001677
2.19
82.67
0.43
1+620
-1620
114.95
184.85
187.39
186.73
187.68
0.002681
2.65
60.38
0.54
1+640
-1640
114.95
184.84
187.43
186.46
187.61
0.001518
1.94
73.05
0.4
1+660
-1660
114.95
184.83
187.27
186.56
187.56
0.002694
2.42
58.18
0.52
1+680
-1680
114.95
184.82
187.26
186.4
187.49
0.002103
2.16
62.89
0.46
1+700
-1700
114.95
184.81
187.23
186.43
187.45
0.002094
2.07
64.63
0.46
1+720
-1720
114.95
184.8
187.05
187.38
0.003712
2.56
49.24
0.61
1+740
-1740
114.95
184.79
187.01
187.3
0.003029
2.46
55.39
0.56
1+760
-1760
114.95
184.78
187.03
187.22
0.002108
2.02
71.68
0.46
1+780
-1780
114.95
184.77
187.06
187.17
0.001144
1.53
93.39
0.34
1+800
-1800
114.95
184.76
187.06
187.14
0.000836
1.31
103.06
0.29
1+820
-1820
114.95
184.75
187.08
187.11
0.000389
0.97
161.92
0.21
1+840
-1840
121.68
184.74
187.06
187.11
0.000382
0.97
149.94
0.2
1+860
-1860
121.68
184.73
187.05
187.1
0.000401
0.99
152.15
0.21
1+880
-1880
121.68
184.7
187.05
187.09
0.00039
0.96
154.94
0.21
1+900
-1900
121.68
184.6
187.03
187.08
0.000415
1.02
132.54
0.21
1+920
-1920
121.68
184.5
187.02
185.46
187.07
0.000545
1.01
120.46
0.23
1+935
-1935
Bridge
1+950
-1950
121.68
184.4
187
185.36
187.05
0.000501
0.99
123.37
0.23
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Estudi d'inundabilitat del Riu Cardener
0.0
-60.0
-40.0
-80.0
-180.0
-200.0
-120.0
-191
-220.0
-260.0
-300.0
-340.0
-380.0
-420.0
-480.0
-1020.0
-940.0
-980.0
-880.0
-1080.0
-1120.0
-1155
-1156
-1180.0
-1200.0
-1280.0
-1340.0
-1380.0
-1420.0
-1480.0
-1540.0
-1600.0
-1660.0
-1720.0
Addenda. Càlculs hidràulics
-1860.0
-1800.0
-1920
-820.0 -780.0
-720.0
-660.0
-600.0
-540.0
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Estudi d'inundabilitat del Riu Cardener
RIU CARDENER
210
Legend
205
EG PF 1
Elevation (m)
WS PF 1
200
Crit PF 1
195
Ground
LOB
190
185
180
0
500
1000
Main Channel Distance (m)
Addenda. Càlculs hidràulics
1500
2000
Ajuntament de Manresa
Estudi d’inundabilitat del riu Cardener al seu pas per Manresa
Plànols
Addenda. Càlculs hidràulics
LLEGENDA
VID
Avinguda de T = 500 anys
Avinguda de T = 100 anys
Avinguda de T = 10 anys
Avinguda de T = 3 anys
EMPRESA CONSULTORA:
AJUNTAMENT DE MANRESA
AUTOR DEL PROJECTE:
TÍTOL DEL PROJECTE:
ESTUDI D'INUNDABILITAT DEL RIU CARDENER
AL SEU PAS PEL NUCLI URBÀ DE MANRESA.
TRAM: PONT VELL - PONT C-1411
ESCALES:
CLAU:
0
E: 1:5000
TÍTOL DEL PLÀNOL:
DATA:
125 m
Escala original UNE A-3
P-626
ABRIL 2.004
SUPERFÍCIES D'INUNDACIÓ
PLANTA DE CONJUNT i ÍNDEX
PLÀNOL NÚM.:
FULL:
3.1
1
1
_____DE_____
LLEGENDA
VID
Avinguda de T = 500 anys
Avinguda de T = 100 anys
Avinguda de T = 10 anys
Avinguda de T = 3 anys
EMPRESA CONSULTORA:
AJUNTAMENT DE MANRESA
AUTOR DEL PROJECTE:
TÍTOL DEL PROJECTE:
ESTUDI D'INUNDABILITAT DEL RIU CARDENER
AL SEU PAS PEL NUCLI URBÀ DE MANRESA.
TRAM: PONT VELL - PONT C-1411
ESCALES:
CLAU:
0
E: 1:2000
Escala original UNE A-3
TÍTOL DEL PLÀNOL:
DATA:
50 m
P-626
ABRIL 2.004
SUPERFÍCIES D'INUNDACIÓ
PLANTES
PLÀNOL NÚM.:
FULL:
3.2
1
3
_____DE_____
LLEGENDA
VID
Avinguda de T = 500 anys
Avinguda de T = 100 anys
Avinguda de T = 10 anys
Avinguda de T = 3 anys
EMPRESA CONSULTORA:
AJUNTAMENT DE MANRESA
AUTOR DEL PROJECTE:
TÍTOL DEL PROJECTE:
ESTUDI D'INUNDABILITAT DEL RIU CARDENER
AL SEU PAS PEL NUCLI URBÀ DE MANRESA.
TRAM: PONT VELL - PONT C-1411
ESCALES:
CLAU:
0
E: 1:2000
Escala original UNE A-3
TÍTOL DEL PLÀNOL:
DATA:
50 m
P-626
ABRIL 2.004
SUPERFÍCIES D'INUNDACIÓ
PLANTES
PLÀNOL NÚM.:
FULL:
3.2
2
3
_____DE_____
LLEGENDA
VID
Avinguda de T = 500 anys
Avinguda de T = 100 anys
Avinguda de T = 10 anys
Avinguda de T = 3 anys
EMPRESA CONSULTORA:
AJUNTAMENT DE MANRESA
AUTOR DEL PROJECTE:
TÍTOL DEL PROJECTE:
ESTUDI D'INUNDABILITAT DEL RIU CARDENER
AL SEU PAS PEL NUCLI URBÀ DE MANRESA.
TRAM: PONT VELL - PONT C-1411
ESCALES:
CLAU:
0
E: 1:2000
Escala original UNE A-3
TÍTOL DEL PLÀNOL:
DATA:
50 m
P-626
ABRIL 2.004
SUPERFÍCIES D'INUNDACIÓ
PLANTES
PLÀNOL NÚM.:
FULL:
3.2
3
3
_____DE_____

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