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Erschienen in: Water Resources Management 7/2019

22.04.2019

Fuzzy Multi-Objective Simulation-Optimization of Stepped Spillways Considering Flood Uncertainty

verfasst von: Mehrdad Ghorbani Mooselu, Mohammad Reza Nikoo, Nooshin Bakhtiari Rayani, Azizallah Izady

Erschienen in: Water Resources Management | Ausgabe 7/2019

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Abstract

The design of stepped spillways is a multi-objective optimization problem in which the uncertainty of parameters plays a key role in the stepped spillways’ design. A Fuzzy Transformation Method (FTM), as a first attempt, was employed to address the uncertainty through a multi-objective optimization of the stepped spillway. The proposed methodology comprises two parts. A numerical model is developed by FLOW3D® and the Multi-Layer Perceptron artificial neural network (MLP-ANN) meta-model was trained and validated to substitute the numerical model. Then, the meta-model is coupled with a multi-objective optimization model to find the optimal design scenarios in each α-cut level. Finally, two multi-criteria decision-making (MCDM) models are applied to achieve the lower and upper bounds of optimum solutions. The application of proposed methodology in Jarreh dam, Iran, shows its capability in satisfying the objectives and also addressing the uncertainty in stepped spillways’ design.

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Literatur
Zurück zum Zitat Alizadeh MR, Nikoo MR, Rakhshandehroo GR (2017) Hydro-environmental management of groundwater resources: a fuzzy-based multi-objective compromise approach. J Hydrol 551:540–554CrossRef Alizadeh MR, Nikoo MR, Rakhshandehroo GR (2017) Hydro-environmental management of groundwater resources: a fuzzy-based multi-objective compromise approach. J Hydrol 551:540–554CrossRef
Zurück zum Zitat Bayon A, Toro JP, Bombardelli FA, Matos J, López-Jiménez PA (2018) Influence of VOF technique, turbulence model and discretization scheme on the numerical simulation of the non-aerated, skimming flow in stepped spillways. J Hydro Environ Res 19:137–149CrossRef Bayon A, Toro JP, Bombardelli FA, Matos J, López-Jiménez PA (2018) Influence of VOF technique, turbulence model and discretization scheme on the numerical simulation of the non-aerated, skimming flow in stepped spillways. J Hydro Environ Res 19:137–149CrossRef
Zurück zum Zitat Boes RM, Hager WH (2003) Two-phase flow characteristics of stepped spillways. J Hydraul Eng 129(9):661–670CrossRef Boes RM, Hager WH (2003) Two-phase flow characteristics of stepped spillways. J Hydraul Eng 129(9):661–670CrossRef
Zurück zum Zitat Cheng X, Gulliver JS, Zhu D (2014) Application of displacement height and surface roughness length to determination boundary layer development length over stepped spillway. Water 6(12):3888–3912CrossRef Cheng X, Gulliver JS, Zhu D (2014) Application of displacement height and surface roughness length to determination boundary layer development length over stepped spillway. Water 6(12):3888–3912CrossRef
Zurück zum Zitat Deardorff JW (1970) A numerical study of three-dimensional turbulent channel flow at large Reynolds numbers. J Fluid Mech 41(2):453–480CrossRef Deardorff JW (1970) A numerical study of three-dimensional turbulent channel flow at large Reynolds numbers. J Fluid Mech 41(2):453–480CrossRef
Zurück zum Zitat Deb K, Agrawal S, Pratap A, Meyarivan T (2000) A fast elitist non-dominated sorting genetic algorithm for multi-objective optimization: NSGA-II. International conference on parallel problem solving from nature (pp. 849–858). Springer, Berlin, Heidelberg Deb K, Agrawal S, Pratap A, Meyarivan T (2000) A fast elitist non-dominated sorting genetic algorithm for multi-objective optimization: NSGA-II. International conference on parallel problem solving from nature (pp. 849–858). Springer, Berlin, Heidelberg
Zurück zum Zitat Farhadi S, Nikoo MR, Rakhshandehroo GR, Akhbari M, Alizadeh MR (2016) An agent-based-Nash modeling framework for sustainable groundwater management: a case study. Agric Water Manag 177:348–358CrossRef Farhadi S, Nikoo MR, Rakhshandehroo GR, Akhbari M, Alizadeh MR (2016) An agent-based-Nash modeling framework for sustainable groundwater management: a case study. Agric Water Manag 177:348–358CrossRef
Zurück zum Zitat Frizell KW, Renna FM, Matos J (2012) Cavitation potential of flow on stepped spillways. J Hydraul Eng 139(6):630–636CrossRef Frizell KW, Renna FM, Matos J (2012) Cavitation potential of flow on stepped spillways. J Hydraul Eng 139(6):630–636CrossRef
Zurück zum Zitat Haddad OB, Mirmomeni M, Mariño MA (2010) Optimal design of stepped spillways using the HBMO algorithm. Civ Eng Environ Syst 27(1):81–94CrossRef Haddad OB, Mirmomeni M, Mariño MA (2010) Optimal design of stepped spillways using the HBMO algorithm. Civ Eng Environ Syst 27(1):81–94CrossRef
Zurück zum Zitat Harlow FH, Nakayama PI (1968) Transport of turbulence energy decay rate (no. LA-3854). Los Alamos Scientific Lab, N. MexCrossRef Harlow FH, Nakayama PI (1968) Transport of turbulence energy decay rate (no. LA-3854). Los Alamos Scientific Lab, N. MexCrossRef
Zurück zum Zitat Hwang CL, Yoon KS (1981) Multiple attribute decision making: methods and applications. Springer-Verlag, BerlinCrossRef Hwang CL, Yoon KS (1981) Multiple attribute decision making: methods and applications. Springer-Verlag, BerlinCrossRef
Zurück zum Zitat Kavianpour MR, Masoumi HR (2008) New approach for estimating of energy dissipation over stepped spillways. Int J Civil Eng 6(3):230–237 Kavianpour MR, Masoumi HR (2008) New approach for estimating of energy dissipation over stepped spillways. Int J Civil Eng 6(3):230–237
Zurück zum Zitat Kazakis N, Spiliotis M, Voudouris K, Pliakas FK, Papadopoulos B (2018) A fuzzy multicriteria categorization of the GALDIT method to assess seawater intrusion vulnerability of coastal aquifers. Sci Total Environ 621:524–534CrossRef Kazakis N, Spiliotis M, Voudouris K, Pliakas FK, Papadopoulos B (2018) A fuzzy multicriteria categorization of the GALDIT method to assess seawater intrusion vulnerability of coastal aquifers. Sci Total Environ 621:524–534CrossRef
Zurück zum Zitat Khoramshokooh N, Veiskarami M, Nikoo MR, Roshandeh SP (2018) Multi-objective hydraulic optimization of diversion Dam’s cut-off. Water Resour Manag: 1–14 Khoramshokooh N, Veiskarami M, Nikoo MR, Roshandeh SP (2018) Multi-objective hydraulic optimization of diversion Dam’s cut-off. Water Resour Manag: 1–14
Zurück zum Zitat Kramer M, Chanson H (2018) Transition flow regime on stepped spillways: air–water flow characteristics and step-cavity fluctuations. Environ Fluid Mech: 1–19 Kramer M, Chanson H (2018) Transition flow regime on stepped spillways: air–water flow characteristics and step-cavity fluctuations. Environ Fluid Mech: 1–19
Zurück zum Zitat Kuang H, Kilgour DM, Hipel KW (2015) Grey-based PROMETHEE II with application to evaluation of source water protection strategies. Inf Sci 294:376–389CrossRef Kuang H, Kilgour DM, Hipel KW (2015) Grey-based PROMETHEE II with application to evaluation of source water protection strategies. Inf Sci 294:376–389CrossRef
Zurück zum Zitat Lu HW, Huang GH, He L (2010) Development of an interval-valued fuzzy linear-programming method based on infinite α-cuts for water resources management. Environ Model Softw 25(3):354–361CrossRef Lu HW, Huang GH, He L (2010) Development of an interval-valued fuzzy linear-programming method based on infinite α-cuts for water resources management. Environ Model Softw 25(3):354–361CrossRef
Zurück zum Zitat Mareschal B, Brans JP, Vincke P (1984) PROMETHEE: A new family of outranking methods in multicriteria analysis (no. 2013/9305). ULB--Universite Libre de Bruxelles Mareschal B, Brans JP, Vincke P (1984) PROMETHEE: A new family of outranking methods in multicriteria analysis (no. 2013/9305). ULB--Universite Libre de Bruxelles
Zurück zum Zitat Musavi-Jahromi H, Bina M, Salmasi F (2008) Physical and numerical modeling of the nappe flow in the stepped spillways. J Appl Sci 8(9):1720–1725CrossRef Musavi-Jahromi H, Bina M, Salmasi F (2008) Physical and numerical modeling of the nappe flow in the stepped spillways. J Appl Sci 8(9):1720–1725CrossRef
Zurück zum Zitat Rad IN, Teimouri M (2010) An investigation of flow energy dissipation in simple stepped spillways by numerical model. European Journal of Scientific Research 47 Rad IN, Teimouri M (2010) An investigation of flow energy dissipation in simple stepped spillways by numerical model. European Journal of Scientific Research 47
Zurück zum Zitat Naserizade SS, Nikoo MR, Montaseri H (2018) A risk-based multi-objective model for optimal placement of sensors in water distribution system. J Hydrol 557:147–159CrossRef Naserizade SS, Nikoo MR, Montaseri H (2018) A risk-based multi-objective model for optimal placement of sensors in water distribution system. J Hydrol 557:147–159CrossRef
Zurück zum Zitat Nikoo MR, Kerachian R, Karimi A, Azadnia AA (2013) Optimal water and waste-load allocations in rivers using a fuzzy transformation technique: a case study. Environ Monit Assess 185(3):2483–2502CrossRef Nikoo MR, Kerachian R, Karimi A, Azadnia AA (2013) Optimal water and waste-load allocations in rivers using a fuzzy transformation technique: a case study. Environ Monit Assess 185(3):2483–2502CrossRef
Zurück zum Zitat Nikoo MR, Varjavand I, Kerachian R, Pirooz MD, Karimi A (2014) Multi-objective optimumA design of double-layer perforated-wall breakwaters: application of NSGA-II and bargaining models. Appl Ocean Res 47:47–52CrossRef Nikoo MR, Varjavand I, Kerachian R, Pirooz MD, Karimi A (2014) Multi-objective optimumA design of double-layer perforated-wall breakwaters: application of NSGA-II and bargaining models. Appl Ocean Res 47:47–52CrossRef
Zurück zum Zitat Nikoo MR, Khorramshokouh N, Monghasemi S (2015) Optimal design of detention rockfill dams using a simulation-based optimization approach with mixed sediment in the flow. Water Resour Manag 29(15):5469–5488CrossRef Nikoo MR, Khorramshokouh N, Monghasemi S (2015) Optimal design of detention rockfill dams using a simulation-based optimization approach with mixed sediment in the flow. Water Resour Manag 29(15):5469–5488CrossRef
Zurück zum Zitat Nikoo MR, Gavahi K, Khoramshokooh N (2017) A multi-objective simulation–optimization approach for Design of Cutoff Walls and Apron of diversion dams. Iranian Journal of Science and Technology, Transactions of Civil Engineering: 1–12 Nikoo MR, Gavahi K, Khoramshokooh N (2017) A multi-objective simulation–optimization approach for Design of Cutoff Walls and Apron of diversion dams. Iranian Journal of Science and Technology, Transactions of Civil Engineering: 1–12
Zurück zum Zitat Parsaie A, Haghiabi AH, Saneie M, Torabi H (2016) Prediction of energy dissipation on the stepped spillway using the multivariate adaptive regression splines. ISH J Hydraul Eng 22(3):281–292CrossRef Parsaie A, Haghiabi AH, Saneie M, Torabi H (2016) Prediction of energy dissipation on the stepped spillway using the multivariate adaptive regression splines. ISH J Hydraul Eng 22(3):281–292CrossRef
Zurück zum Zitat Revelli R, Ridolfi L (2002) Fuzzy approach for analysis of pipe networks. J Hydraul Eng 128(1):93–101CrossRef Revelli R, Ridolfi L (2002) Fuzzy approach for analysis of pipe networks. J Hydraul Eng 128(1):93–101CrossRef
Zurück zum Zitat Roushangar K, Akhgar S, Salmasi F, Shiri J (2014) Modeling energy dissipation over stepped spillways using machine learning approaches. J Hydrol 508:254–265CrossRef Roushangar K, Akhgar S, Salmasi F, Shiri J (2014) Modeling energy dissipation over stepped spillways using machine learning approaches. J Hydrol 508:254–265CrossRef
Zurück zum Zitat Roushangar K, Akhgar S, Salmasi F, Shiri J (2017) Neural networks-and neuro-fuzzy-based determination of influential parameters on energy dissipation over stepped spillways under nappe flow regime. ISH J Hydraul Eng 23(1):57–62CrossRef Roushangar K, Akhgar S, Salmasi F, Shiri J (2017) Neural networks-and neuro-fuzzy-based determination of influential parameters on energy dissipation over stepped spillways under nappe flow regime. ISH J Hydraul Eng 23(1):57–62CrossRef
Zurück zum Zitat Sadegh M, Kerachian R (2011) Water resources allocation using solution concepts of fuzzy cooperative games: fuzzy least core and fuzzy weak least core. Water Resour Manag 25(10):2543–2573CrossRef Sadegh M, Kerachian R (2011) Water resources allocation using solution concepts of fuzzy cooperative games: fuzzy least core and fuzzy weak least core. Water Resour Manag 25(10):2543–2573CrossRef
Zurück zum Zitat Sapkota M, Arora M, Malano H, Sharma A, Moglia M (2018) Integrated evaluation of hybrid Water supply systems using a PROMETHEE–GAIA approach. Water 10(5):610CrossRef Sapkota M, Arora M, Malano H, Sharma A, Moglia M (2018) Integrated evaluation of hybrid Water supply systems using a PROMETHEE–GAIA approach. Water 10(5):610CrossRef
Zurück zum Zitat Sarkardeh H, Marosi M, Roshan R (2015) Stepped spillway optimization through numerical and physical modeling. Int J Energy Environ 6(6):597 Sarkardeh H, Marosi M, Roshan R (2015) Stepped spillway optimization through numerical and physical modeling. Int J Energy Environ 6(6):597
Zurück zum Zitat Shrestha B, Cochrane TA, Caruso BS, Arias ME, Piman T (2016) Uncertainty in flow and sediment projections due to future climate scenarios for the 3S Rivers in the Mekong Basin. J Hydrol 540:1088–1104CrossRef Shrestha B, Cochrane TA, Caruso BS, Arias ME, Piman T (2016) Uncertainty in flow and sediment projections due to future climate scenarios for the 3S Rivers in the Mekong Basin. J Hydrol 540:1088–1104CrossRef
Zurück zum Zitat Simões ALA, Schulz HE, Lobosco RJ, de Melo Porto R (2012) Stepped spillways: theoretical, experimental and numerical studies. Hydrodynamics-natural Water bodies. InTech Simões ALA, Schulz HE, Lobosco RJ, de Melo Porto R (2012) Stepped spillways: theoretical, experimental and numerical studies. Hydrodynamics-natural Water bodies. InTech
Zurück zum Zitat Spiliotis M, Tsakiris G (2010) Water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng 137(8):852–855CrossRef Spiliotis M, Tsakiris G (2010) Water distribution system analysis: Newton-Raphson method revisited. J Hydraul Eng 137(8):852–855CrossRef
Zurück zum Zitat Spiliotis M, Skoulikaris C (2018) A hybrid multicriteria 0/1 programming methodology for prioritizing the measures of River Basin management plans. Multidisciplin Digit Publ Instit Proc 2(11):624 Spiliotis M, Skoulikaris C (2018) A hybrid multicriteria 0/1 programming methodology for prioritizing the measures of River Basin management plans. Multidisciplin Digit Publ Instit Proc 2(11):624
Zurück zum Zitat Srdjevic B, Medeiros YDP, Faria AS (2004) An objective multi-criteria evaluation of water management scenarios. Water Resour Manag 18(1):35–54CrossRef Srdjevic B, Medeiros YDP, Faria AS (2004) An objective multi-criteria evaluation of water management scenarios. Water Resour Manag 18(1):35–54CrossRef
Zurück zum Zitat Terrier S (2016) Hydraulic performance of stepped spillway aerators and related downstream flow features (no. BOOK). EPFL-LCH Terrier S (2016) Hydraulic performance of stepped spillway aerators and related downstream flow features (no. BOOK). EPFL-LCH
Zurück zum Zitat Toro JP, Bombardelli FA, Paik J, Meireles I, Amador A (2016) Characterization of turbulence statistics on the non-aerated skimming flow over stepped spillways: a numerical study. Environ Fluid Mech 16(6):1195–1221CrossRef Toro JP, Bombardelli FA, Paik J, Meireles I, Amador A (2016) Characterization of turbulence statistics on the non-aerated skimming flow over stepped spillways: a numerical study. Environ Fluid Mech 16(6):1195–1221CrossRef
Zurück zum Zitat Tsakiris G, Spiliotis M (2017) Uncertainty in the analysis of urban water supply and distribution systems. J Hydroinf 19(6):823–837CrossRef Tsakiris G, Spiliotis M (2017) Uncertainty in the analysis of urban water supply and distribution systems. J Hydroinf 19(6):823–837CrossRef
Zurück zum Zitat Yakhot V, Orszag SA (1986) Renormalization group analysis of turbulence. I. Basic theory. J Sci Comput 1(1):3–51CrossRef Yakhot V, Orszag SA (1986) Renormalization group analysis of turbulence. I. Basic theory. J Sci Comput 1(1):3–51CrossRef
Zurück zum Zitat Yakhot V, Smith LM (1992) The renormalization group, the ɛ-expansion and derivation of turbulence models. J Sci Comput 7(1):35–61CrossRef Yakhot V, Smith LM (1992) The renormalization group, the ɛ-expansion and derivation of turbulence models. J Sci Comput 7(1):35–61CrossRef
Zurück zum Zitat Zhang K, Kluck C, Achari G (2009) A comparative approach for ranking contaminated sites based on the risk assessment paradigm using fuzzy PROMETHEE. Environ Manag 44(5):952CrossRef Zhang K, Kluck C, Achari G (2009) A comparative approach for ranking contaminated sites based on the risk assessment paradigm using fuzzy PROMETHEE. Environ Manag 44(5):952CrossRef
Metadaten
Titel
Fuzzy Multi-Objective Simulation-Optimization of Stepped Spillways Considering Flood Uncertainty
verfasst von
Mehrdad Ghorbani Mooselu
Mohammad Reza Nikoo
Nooshin Bakhtiari Rayani
Azizallah Izady
Publikationsdatum
22.04.2019
Verlag
Springer Netherlands
Erschienen in
Water Resources Management / Ausgabe 7/2019
Print ISSN: 0920-4741
Elektronische ISSN: 1573-1650
DOI
https://doi.org/10.1007/s11269-019-02263-2

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