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 XXXX X X X X XXXX 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_____