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Research articles

A general framework for flood risk-based storm sewer network design

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Pages 13-27 | Received 17 Jan 2010, Accepted 17 Aug 2010, Published online: 09 Feb 2011

References

  • Balmforth , D. , Digman , C. , Kellagher , R. and Butler , D. 2006 . Designing for exceedance in urban drainage—Good practice , London : CIRIA .
  • Chow , V. T. , Madment , D. R. and Mays , L. W. 1988 . Applied hydrology , International edition , New York : MacGraw-Hill .
  • Dawson , R. J. , Speight , L. , Hall , J. W. , Djordjevic , S. , Savic , D. and Leandro , J. 2008 . Attribution of flood risk in urban areas . Journal of Hydroinformatics , 10 ( 4 ) : 275 – 288 .
  • Djordjevic , S. , Prodanovic , D. , Maksimovic , C. , Ivetic , M. and Savic , D. 2005 . SIPSON Simulation of interaction between pipe flow and surface overland flow in Networks . Water Science and Technology , 52 ( 5 ) : 275 – 283 .
  • Elimam , A. A. , Charalambous , C. and Ghobrial , F. H. 1989 . Optimum design of large sewer networks . Journal of Environmental Engineering , 115 ( 6 ) : 1171 – 1190 .
  • Freeze , R. A. , Massmann , J. , Smith , L. , Sperling , T. and James , B. 1990 . Hydrogeological decision analysis. 1. A framework . Ground Water , 28 ( 5 ) : S738 – 766 .
  • Goldberg , D. E. 1989 . Genetic algorithms in search, optimization and machine learning , Boston, MA : Kluwer Academic Publishers .
  • Goodman , A. S. 1984 . Principles of water resources planning Prentice Hall, NJ
  • Guo , Y. , Walters , G. A. , Khu , S. T. and Keedwell , E. C. 2007 . A novel cellular automata based approach to storm sewer design . Engineering Optimization , 39 ( 3 ) : 345 – 364 .
  • Heaney , J. P. , Sample , D. and Wright , L. 2002 . “ Costs of urban stormwater control. Water supply and water resources division national risk management research laboratory edition ” . NJ 08837
  • Holland , J. H. 1975 . Adaptation in natural and artificial systems , USA : The University of Michigan Press .
  • Izquierdo , H. , Montalvo , I. , Perez , R. and Fuertes , V. S. 2008 . Design optimization of wastewater collection networks by PSO . Computer and Mathematics with Applications , 56 ( 3 ) : 777 – 784 .
  • Jonkman , S. N. , Brinkhuis-Jak , M. and Mok , M. 2004 . Cost benefit analysis and flood damage mitigation in the Netherlands . Heron , 49 ( 1 ) : 95 – 111 .
  • Kapelan , Z. , Savic , D. A. , Walters , G. A. and Babayan , A. V. 2006 . Risk- and robustness-based solutions to a multi-objective water distribution system rehabilitation problem under uncertainty . Water Science and Technology , 53 ( 1 ) : 61 – 75 .
  • Kellagher , R. and Sayers , P. 2009 . “ SAM-system-based analysis and management of urban flood risks: A new procedure for performance assessment of sewerage systems ” . HR Wallingford report SR700
  • Korving , H. , van Noortwijk , J.M. , van Gelder , P. H.A.J.M. and Parkhi , R. S. 2003 . “ Coping with uncertainty in sewer system rehabilitation ” . In Safety and Reliability , Edited by: Bedford and van Gelder . 959 – 968 . Swets & Zeitlinger .
  • Korving , H. , Noortwijk , van , J. M. , Gelder , van , P. H.A.J.M. and Clemens , F. H.L.R. 2009 . Risk-based design of sewer system rehabilitation . Structure and Infrastructure Engineering , 5 ( 3 ) : 215 – 227 .
  • Kulkarni , V. S. and Khanna , P. 1985 . Pumped wastewater collection systems optimization . Journal of Environmental Engineering , 111 ( 5 ) : 589 – 601 .
  • Lancaster , J. W. , Preene , M. and Marshall , C. T. 2004 . “ Development and flood risk- guidance for the construction industry ” . London : CIRIA . CIRIA Funders Report CP/102
  • Leandro , J. , Chen , A. , Djordjevic , S. and Savic , D. A. 2009 . A comparison of 1D/1D and 1D/2D coupled hydraulic models for urban flood simulation . Journal of Hydraulic Engineering , 135 ( 6 ) : 495 – 504 .
  • Liang , L. Y. , Thompson , R. G. and Young , D. M. 2004 . Optimising the design of sewer networks using genetic algorighms and tabu search. Engineering . Construction and Architectural Management , 11 ( 2 ) : 101 – 112 .
  • Lund , J. R. 2002 . Floodplain planning with risk-based optimization . Journal of Water Resources Planning and Management , 128 ( 3 ) : 202 – 207 .
  • Maharjan , M. , Pathirana , A. , Gersonius , B. and Vairavamoorthy , K. 2009 . Staged cost optimization of urban storm drainage systems based on hydraulic performance in a changing environment . Hydrology and Earth System Science , 13 : 481 – 489 .
  • Mays , L. W. and Wenzel , H. G. 1976 . Optimal design of multi-level branching sewer systems . Water Resources Research , 12 ( 5 ) : 913 – 917 .
  • Morita , M. 2008 . Flood risk analysis for determining optimal flood protection levels in urban river management . Journal of Flood Risk Management , 1 ( 3 ) : 142 – 149 .
  • Oliveri , E. and Santoro , M. 2000 . Estimation of urban structural flood damages: The case study of Palermo . Urban Water Journal , 2 ( 3 ) : 223 – 234 .
  • Penning-Rowsell , E. , Johnson , C. , Tunstall , S. , Tapsell , S. , Morris , J. , Chatterton , J. and Green , C. 2005 . The benefits of flood and coastal risk management: A handbook of assessment techniques , Middlesex University Press .
  • Rossman , L. A. 2008 . Storm Water Management Model User's Manual (version 5.0) , Cincinnati, , USA : U.S. Environment Protection Agency .
  • Ryu , J. and Butler , D. Managing sewer flood Risk, 11th International Conference on Urban Drainage . Edinburgh, UK.
  • Savic , D. A. and Walters , G. A. 1997 . Genetic algorithms for least cost design of water distribution networks . Journal of Water Resources Planning and Management , 123 ( 2 ) : 67 – 77 .
  • Smith , D. I. 1994 . Flood damage estimation – a review of urban stage-damage curves and loss functions . Water SA , 20 ( 3 ) : 231 – 238 .
  • Voortman , H. G. 2003 . Risk-based design of large-scale flood defence systems , The Netherlands : PrintPartners Ipskamp BV .
  • Vrijling , K. , Hengel , van , W. and Houben , R. J. 1995 . A framework for risk evaluation . Journal of Hazardous Materials , 43 : 245 – 261 .
  • WRC (Water Resources Council) . 1983 . “ Economic and Environmental Principles and Guidelines for Water and Related Land Resources Implementation Studies ” . USA
  • Yates , D. F. , Templeman , A. B. and Boffey , T. B. 1984 . The computational complexity of the problem of determining least capital cost designs for water supply networks . Engineering Optimization , 7 ( 2 ) : 142 – 155 .
  • Yen , B. C. , Cheng , S.-T. , Jun , R.-I. , Voorhees , M. L. , Wenzel , Jr H.G. and Mays , L. I. 1984 . “ Illinois Least Cost Sewer System Design Model. User's Guide ” . Austin, TX
  • Zecchin , A. C. , Simpson , A. R. , Maier , H. R. , Leonard , M. , Roberts , A. J. and Berrisford , M. J. 2006 . Application of two ant colony optimization algorithms to water distribution system optimization . Mathematical and Computer Modelling , 44 ( 5–6 ) : 451 – 468 .

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