1-yr (18)
Transcription
1-yr (18)
Managing Risk and Economics: A New Paradigm for Developing Urban Drainage Projects Steve Eubanks, PE, CFM, City of Fort Worth Brenda Gasperich, PE, CFM, Brown & Gay Engineers Jeff Whanger, PE, CFM, Brown & Gay Engineers A How do you compete? • Challenge the conventional wisdom • The numbers do not lie Challenging the conventional wisdom • Baseball teams have traditionally relied upon scouts who assess players based upon observations, biases, and prejudices • Process never challenged or validated • Sort of a “good ol’ boy” system • A lot of bad investments The numbers do not lie • Sabremetrics – the search for objective knowledge about baseball • Coined by Bill James, after Society for American Baseball Research • Statistical measures to: – Question traditional measures of baseball evaluation – See true value in players (bargains) – Example: OBP >> AVG Moneyball Example – 2002 A’s • After 2001, lost 3 best players to free agency • Could not afford to replace with “all star” players • Instead, signed 3 players whose combined OBP equalled Damon and Giambi • 2002 – Won Division – 20 game winning streak What does this have to do with flood mitigation? • You are the Oakland A’s, not the New York Yankees! – Never enough funding – Your fans have high expectations – Must compete with higher profile funding expenditures (traffic, police, schools) • Can we take a “sabremetric” approach to flood mitigation? • Should we? • YES! A Arlington Heights Neighorhood Fort Worth, TX • • • • • 100-year old storm sewer Sumps in streets Under-capacity No escape path Frequent flooding June 28, 2004 – Central Arlington Heights Central Arlington Heights 92 homes damaged during a 100-year event Conventional Wisdom • Projects must provide 100-year capacity • Calculations must be based on a 24-hour rainfall event • Projects must not inconvenience the community • Projects should not consider buyouts The Challenge In most situations we must find a bit of compromise in all three elements Let’s think about a rain gage (properties damaged) 4” 100‐yr (92 ) 50‐yr (85) 25‐yr (70) 3” 10‐yr (55) 5‐yr (42) 2” 2‐yr (29) 1‐yr (18) 1” System Capacity 1 hour What if it rains more than 1”? (properties damaged) 4” $5.1M 100‐yr (92 ) $4.7M 50‐yr (85) $4.1M 25‐yr (70) 3” $3.5M 10‐yr (55) $3.0M 5‐yr (42) 2” $2.5M 2‐yr (29) 1‐yr (18) $1.9M $5 M $4 M $3 M $2 M Single Event Damages $1 M $0.0 M 1” System Capacity 1 hour Damage X Annual Probability 4” 100‐yr (92) 50‐yr (85) 25‐yr (70) 3” 10‐yr (55) 5‐yr (42) 2” 2‐yr (29) 1‐yr (18) 1” $1M $500 K $250 K $0 K Damage X Annual Probability 1 hour Expected Annual Damage • Area under the curve equals the expected annual damages ($2.6M) • Present value of expected annual damages can be computed (Using 50 year cash flow, i=7%) 4” 100‐yr (92) 50‐yr (85) 25‐yr (70) 3” 10‐yr (55) 5‐yr (42) 2” 2‐yr (29) 1‐yr (18) 1” $1M $500 K $250 K $0 K Expected Annual Damages Value = $36.5 million 1 hour Design Criteria (Conventional Wisdom) From Current COFW Design Manual: The design storm is a minimum of the 100-year storm for the combination of the closed conduit and surface drainage system. Expected Annual Damage 4” Net Present Value = $36.5 million 100‐yr (92) 50‐yr (85) 25‐yr (70) 3” 10‐yr (55) 5‐yr (42) 2” 2‐yr (29) 1‐yr (18) 1” $1M $500 K $250 K Expected Annual Damages $0 K What if we increase capacity to 2 in/hr??? 1 hour Central Arlington Heights Proposed Under-Street Detention Western Under-Street Detention Bryce-Hulen Surface Detention Ashland Under-Street Detention Under-Street Detention Modeled Flood Reduction Net Present Value of Damages 4” • Area Under the Curve equals the expected annual damages if capacity improved from 1”/hour to 2”/hour 100‐yr (92) 50‐yr (85) 25‐yr (70) 3” 10‐yr (55) 5‐yr (42) 2” 2‐yr (29) 1‐yr (18) 1” $1M $500 K $250 K $0 K Expected Annual Damages Existing Damages = $36.5 million Residual Damages = $7.5 million Benefit = $29 million 1 hour Properties at Risk of Flooding Storm Existing Post‐Project 1‐yr 2‐yr 5‐yr 100‐yr 18 29 42 92 10 22 33 92 Properties Removed 8 7 9 0 BCA for Planned Detention Projects Damages Cumulative Benefits Cumulative Cost Cumulative BCR Existing Conditions $ 36,503,254 ‐‐ ‐‐ ‐‐ Ashland Detention $ 35,220,075 $ 1,283,180 $ 975,000 1.32 $ 32,332,898 $ 4,170,356 $ 3,177,284 1.31 Ashland Detention + Western Detention + $ 30,759,546 $ 5,743,708 $ 4,084,284 Hulen/Bryce Detention 1.41 Ashland Detention + Western Detention Moneyball approach to flood mitigation • Challenge conventional wisdom – Rethink Level of Service – Rethink your hydrology • The numbers do not lie – Technology can assist in developing information over a larger area – Develop smart metrics • You can compete with the Yankees! – Optimize performance – Find value The End Questions?