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Erschienen in: Water Resources Management 4/2014

01.03.2014

Optimization – Simulation Model for Detention Basin System Design

verfasst von: Robert L. Oxley, Larry W. Mays

Erschienen in: Water Resources Management | Ausgabe 4/2014

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Abstract

A model for the design of detention basin systems is presented that interfaces a simulated annealing (SA) optimization procedure with the U.S. Army Corps of Engineer’s Hydrologic Engineering Center - Hydrologic Modeling System (HEC-HMS). The optimization model is based upon the simulated annealing method to optimize the size and location of detention basin system including the outlet structures subject to design constraints. The program is implemented in Visual Basic for Applications (VBA) interfacing the simulated annealing model with the HEC-HMS model using an MS Excel environment. The respective result files are created by using a VBA executed Python script to extract the appropriate data from the HEC-HMS project DSS file after each simulation performed for the SA procedure. Example applications include a single detention basin system and multiple detention basin systems considering two scenarios. Though the implementation requires considerable computational effort with respect to the number of hydrologic simulations, simulated annealing proves to be an effective tool in the optimal design of detention basin systems as compared to traditional standards of practice.

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Literatur
Zurück zum Zitat Akan AO (1993) Urban stormwater hydrology. Technomic Publishing Company, Inc., Lancaster Akan AO (1993) Urban stormwater hydrology. Technomic Publishing Company, Inc., Lancaster
Zurück zum Zitat Akan AO (2002) Sizing stormwater infiltration structures. J Hydraul Eng 128(5):534–537CrossRef Akan AO (2002) Sizing stormwater infiltration structures. J Hydraul Eng 128(5):534–537CrossRef
Zurück zum Zitat Arizona Department of Transportation (1993) Highway drainage design manual, hydrology, Phoenix, Arizona Arizona Department of Transportation (1993) Highway drainage design manual, hydrology, Phoenix, Arizona
Zurück zum Zitat Bárdossy A (1998) Generating precipitation time series using simulated annealing. Water Resour Res 34(7):1737–1744CrossRef Bárdossy A (1998) Generating precipitation time series using simulated annealing. Water Resour Res 34(7):1737–1744CrossRef
Zurück zum Zitat Behera PK, Papa F, Adams BJ (1999) Optimization of regional storm-water management systems. J Water Resour Plan Manag 125(2):107–114CrossRef Behera PK, Papa F, Adams BJ (1999) Optimization of regional storm-water management systems. J Water Resour Plan Manag 125(2):107–114CrossRef
Zurück zum Zitat Bennett MS, Mays LW (1985) Optimal design of detention and drain channel systems. J Water Resour Plan Manag 111(12):99–112CrossRef Bennett MS, Mays LW (1985) Optimal design of detention and drain channel systems. J Water Resour Plan Manag 111(12):99–112CrossRef
Zurück zum Zitat Brummer J (1995) A constructive solution for optimal local control of runoff events. Math Comput Simul 39(1):39–52CrossRef Brummer J (1995) A constructive solution for optimal local control of runoff events. Math Comput Simul 39(1):39–52CrossRef
Zurück zum Zitat Chill J, Mays LW (2013) Determination of optimal location for developments to minimize detention requirements. Water Resour Manag 27(15):5089–5100 Chill J, Mays LW (2013) Determination of optimal location for developments to minimize detention requirements. Water Resour Manag 27(15):5089–5100
Zurück zum Zitat Chiu Y-C, Chang L-C, Chang F-J (2007) Using a hybrid genetic algorithm–simulated annealing algorithm for fuzzy programming of reservoir operation. Hydrol Process 21(23):3162–3172CrossRef Chiu Y-C, Chang L-C, Chang F-J (2007) Using a hybrid genetic algorithm–simulated annealing algorithm for fuzzy programming of reservoir operation. Hydrol Process 21(23):3162–3172CrossRef
Zurück zum Zitat Chu X, Steinman A (2009) Event and continuous hydrologic modeling with HEC-HMS. J Irrig Drain Eng 135(1):119–124CrossRef Chu X, Steinman A (2009) Event and continuous hydrologic modeling with HEC-HMS. J Irrig Drain Eng 135(1):119–124CrossRef
Zurück zum Zitat Cunha MC, Sousa J (1999) Water distribution network design optimization: simulated annealing approach. J Water Resour Plan Manag 125(4):215–221 Cunha MC, Sousa J (1999) Water distribution network design optimization: simulated annealing approach. J Water Resour Plan Manag 125(4):215–221
Zurück zum Zitat Dougherty DE, Marryott RA (1991) Optimal groundwater management 1. simulated annealing. Water Resour Res 27(10):2493–2508CrossRef Dougherty DE, Marryott RA (1991) Optimal groundwater management 1. simulated annealing. Water Resour Res 27(10):2493–2508CrossRef
Zurück zum Zitat Emerson C, Welty C, Traver R (2003) Application of HEC-HMS to model the additive effects of multiple detention basins over a range of measured storm volumes. World Water & Environmental Resources Congress 2003:1–8 Emerson C, Welty C, Traver R (2003) Application of HEC-HMS to model the additive effects of multiple detention basins over a range of measured storm volumes. World Water & Environmental Resources Congress 2003:1–8
Zurück zum Zitat Emerson C, Welty C, Traver R (2005) Watershed-scale evaluation of a system of storm water detention basins. J Hydrol Eng 10(3):237–242CrossRef Emerson C, Welty C, Traver R (2005) Watershed-scale evaluation of a system of storm water detention basins. J Hydrol Eng 10(3):237–242CrossRef
Zurück zum Zitat Goff KM, Gentry RW (2006) The influence of watershed and development characteristics on the cumulative impacts of stormwater detention ponds. Water Resour Manag 20(6):829–860CrossRef Goff KM, Gentry RW (2006) The influence of watershed and development characteristics on the cumulative impacts of stormwater detention ponds. Water Resour Manag 20(6):829–860CrossRef
Zurück zum Zitat Guo JCY (1999) Detention storage volume for small urban catchments. J Water Resour Plan Manag 125(6):380–382CrossRef Guo JCY (1999) Detention storage volume for small urban catchments. J Water Resour Plan Manag 125(6):380–382CrossRef
Zurück zum Zitat Guo Y (2001) Hydrologic design of urban flood control detention ponds. J Hydrol Eng 6(6):472–479CrossRef Guo Y (2001) Hydrologic design of urban flood control detention ponds. J Hydrol Eng 6(6):472–479CrossRef
Zurück zum Zitat Heitz LF, Khosrowpanah S, Nelson J (2000) Sizing of surface water runoff detention ponds for water quality improvement. J Am Water Resour Assoc 36(3):541–548CrossRef Heitz LF, Khosrowpanah S, Nelson J (2000) Sizing of surface water runoff detention ponds for water quality improvement. J Am Water Resour Assoc 36(3):541–548CrossRef
Zurück zum Zitat Holder AW, Stewart EJ, Bedient PB (2002) Modeling an urban drainage system with large tailwater effects under extreme rainfall conditions. American Society of Civil Engineers, 1–16 Holder AW, Stewart EJ, Bedient PB (2002) Modeling an urban drainage system with large tailwater effects under extreme rainfall conditions. American Society of Civil Engineers, 1–16
Zurück zum Zitat Marryott RA, Dougherty DE, Stollar RL (1993) Optimal groundwater management: 2. Application of simulated annealing to a field-scale contamination site. Water Resour Res 29(4):847–860CrossRef Marryott RA, Dougherty DE, Stollar RL (1993) Optimal groundwater management: 2. Application of simulated annealing to a field-scale contamination site. Water Resour Res 29(4):847–860CrossRef
Zurück zum Zitat Mays LW (2001) Stormwater Collection Systems Design Handbook, L. W. Mays, Editor-in-Chief, McGraw-Hill, 2001 Mays LW (2001) Stormwater Collection Systems Design Handbook, L. W. Mays, Editor-in-Chief, McGraw-Hill, 2001
Zurück zum Zitat Mays LW (2011) Water resources engineering, 2nd edn. John Wiley & Sons, Inc., Hoboken Mays LW (2011) Water resources engineering, 2nd edn. John Wiley & Sons, Inc., Hoboken
Zurück zum Zitat Mays LW, Bedient PB (1982) Model for optimal size and location of detention. J Water Resour Plan Manag 108(3):270–285 Mays LW, Bedient PB (1982) Model for optimal size and location of detention. J Water Resour Plan Manag 108(3):270–285
Zurück zum Zitat Metropolis N, Rosenbluth AW, Rosenbluth MN, Teller AH, Teller E (1953) Equation of state calculations by fast computing machines. J Chem Phys 21(6):1087–1092CrossRef Metropolis N, Rosenbluth AW, Rosenbluth MN, Teller AH, Teller E (1953) Equation of state calculations by fast computing machines. J Chem Phys 21(6):1087–1092CrossRef
Zurück zum Zitat Papa F, Adams BJ (1997) Application of derived probability and dynamic programming techniques to planning regional stormwater management systems. Water Sci Technol 36(5):227–234CrossRef Papa F, Adams BJ (1997) Application of derived probability and dynamic programming techniques to planning regional stormwater management systems. Water Sci Technol 36(5):227–234CrossRef
Zurück zum Zitat Pardo-Igúzquiza E (1998) Optimal selection of number and location of rainfall gauges for areal rainfall estimation using geostatistics and simulated annealing. J Hydrol 210(1–4):206–220CrossRef Pardo-Igúzquiza E (1998) Optimal selection of number and location of rainfall gauges for areal rainfall estimation using geostatistics and simulated annealing. J Hydrol 210(1–4):206–220CrossRef
Zurück zum Zitat Parker D, Schaefer K, Champagne PC (2002) Design of stormwater management facilities. In: Dewberry SO (ed) Land development handbook. McGraw-Hill, New York, pp 475–533 Parker D, Schaefer K, Champagne PC (2002) Design of stormwater management facilities. In: Dewberry SO (ed) Land development handbook. McGraw-Hill, New York, pp 475–533
Zurück zum Zitat Sen MK, Datta-Gupta A, Stoffa PL, Lake LW, Pope GA (1995) Stochastic reservoir modeling using simulated annealing and genetic algorithms. SPE Formation Evaluation 10(1) Sen MK, Datta-Gupta A, Stoffa PL, Lake LW, Pope GA (1995) Stochastic reservoir modeling using simulated annealing and genetic algorithms. SPE Formation Evaluation 10(1)
Zurück zum Zitat Taur C-K, Toth G, Oswald GE, Mays LW (1987) Austin detention basin optimization model. J Hydraul Eng 113(7):860–878CrossRef Taur C-K, Toth G, Oswald GE, Mays LW (1987) Austin detention basin optimization model. J Hydraul Eng 113(7):860–878CrossRef
Zurück zum Zitat Thyer M, Kuczera G, Bates BC (1999) Probabilistic optimization for conceptual rainfall-runoff models: a comparison of the shuffled complex evolution and simulated annealing algorithms. Water Resour Res 35(3):767–773CrossRef Thyer M, Kuczera G, Bates BC (1999) Probabilistic optimization for conceptual rainfall-runoff models: a comparison of the shuffled complex evolution and simulated annealing algorithms. Water Resour Res 35(3):767–773CrossRef
Zurück zum Zitat Travis QB, Mays LW (2008) Optimizing Retention Basin Networks. J Water Resour Plan Manag 134(5), September Travis QB, Mays LW (2008) Optimizing Retention Basin Networks. J Water Resour Plan Manag 134(5), September
Zurück zum Zitat Wang M, Zheng C (1998) Ground water management optimization using genetic algorithms and simulated annealing: formulation and comparison. J Am Water Resour Assoc 34(3):519–530CrossRef Wang M, Zheng C (1998) Ground water management optimization using genetic algorithms and simulated annealing: formulation and comparison. J Am Water Resour Assoc 34(3):519–530CrossRef
Zurück zum Zitat Williams ES, Wise WR (2006) Hydrologic Impacts of alternative approaches to storm water management and land development. J Am Water Resour Assoc 42(2):443–455CrossRef Williams ES, Wise WR (2006) Hydrologic Impacts of alternative approaches to storm water management and land development. J Am Water Resour Assoc 42(2):443–455CrossRef
Zurück zum Zitat Yeh C-H, Labadie JW (1997) Multiobjective watershed-level planning of storm water detention systems. J Water Resour Plan Manag 123(6):336–343CrossRef Yeh C-H, Labadie JW (1997) Multiobjective watershed-level planning of storm water detention systems. J Water Resour Plan Manag 123(6):336–343CrossRef
Zurück zum Zitat Zhen X-Y, Yu SL, Lin J-Y (2004) Optimal location and sizing of stormwater basins at watershed scale. J Water Resour Plan Manag 130(4):339–347CrossRef Zhen X-Y, Yu SL, Lin J-Y (2004) Optimal location and sizing of stormwater basins at watershed scale. J Water Resour Plan Manag 130(4):339–347CrossRef
Zurück zum Zitat Zheng C, Wang P (1996) Parameter structure identification using tabu search and simulated annealing. Adv Water Resour 19(4):215–224CrossRef Zheng C, Wang P (1996) Parameter structure identification using tabu search and simulated annealing. Adv Water Resour 19(4):215–224CrossRef
Metadaten
Titel
Optimization – Simulation Model for Detention Basin System Design
verfasst von
Robert L. Oxley
Larry W. Mays
Publikationsdatum
01.03.2014
Verlag
Springer Netherlands
Erschienen in
Water Resources Management / Ausgabe 4/2014
Print ISSN: 0920-4741
Elektronische ISSN: 1573-1650
DOI
https://doi.org/10.1007/s11269-014-0552-z

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