Modelling and instrumentation of the storm overflows of the combined sewer system of Sélestat

References

• Balmforth , D. J. Flow over side weirs , University of Sheffield, UK PhD thesis 1978
   Google Scholar
• Bertrand-Krajewski , J. -L. , Laplace , D. , Joannis , C. and Chebbo , G. 2000 . Mesures en Hydrologie Urbaine et Assainissement , Paris : Ed. Tec & Doc Lavoisier .
   Google Scholar
• Béziat , A. 1997 . “ Classification et typologie des déversoirs d'orage. Master's Course Report ” . Strasbourg : Eau Potable et Assainissement, ENGEES .
   Google Scholar
• Buyer , M. Transport de flux en réseau d'assainissement: modèle 1D pour l'hydraulique des collecteurs et déversoirs avec prise en compte des discontinuités , Université Louis Pasteur (ULP), Strasbourg, France PhD thesis 2002
   Google Scholar
• Carleton , M. Contribution à l'analyse et à la modélisation du fonctionnement des déversoirs d'orage , INSA, Lyon, France PhD thesis 1985
   Google Scholar
• Chen , Q. , Dai , G. and Liu , H. 2002 . Volume of fluid model for turbulence numerical simulation of stepped spillway overflow . J. Hydraulic Engng. , 128 : 683 – 688 .
   Web of Science ®Google Scholar
• El Khashab , A. and Smith , K. V.H. 1976 . Expérimental investigation of flow over side weirs . J. Hydraulic Engng. , 102 : 1255 – 1268 .
   Google Scholar
• Hager , W. H. 1986 . Flow in side weirs . Can. J. Civil Engng. , 13 : 501 – 509 .
   Web of Science ®Google Scholar
• Hager , W. H. 1987 . Lateral outflow over side weirs . J. Hydraulic Engng. , 113 : 491 – 504 .
   Web of Science ®Google Scholar
• Laplace , D. . La précision de l'imprécision, autosurveillance et mesures en réseau d'assainissemen . Hydrotechnics Seminar, 165th Session of the Scientific and Technical Committee . Lyon.
   Google Scholar
• Lipeme Kouyi , G. , Vazquez , J. and Poulet , J. B. 2003 . 3D free surface measurement and numerical modelling of flows in storm overflows . Flow Measurement Instrument , 14 : 79 – 87 .
   Web of Science ®Google Scholar
• Pollert , J. and Stránský , D. . Combination of computational techniques—Evaluation of CSO efficiency for suspended solids separation . Sewer Processes and Networks . Paris, France. pp. 231 – 238 .
   Google Scholar
• Robinson , D. I. and McGhee , T. J. 1993 . Computer modelling of side flow weirs . J. Irrigation Drainage Engng. , 119 : 989 – 1005 .
   Web of Science ®Google Scholar
• Sarker , A. and Rhodes , D. G. . 3D free surface model of laboratory channel with rectangular broad-crested weir . 28th IAHR Congress .
   Google Scholar
• Versteeg , H. K. and Malalasekera , W. 1995 . An Introduction to Computational Fluid Dynamics—The Finite Volume Method , New York : Prentice Hall .
   Google Scholar
• Zug , M. , Blanchet , F. , Joannis , C. , Ruban , G. and Cohen-Solal , F. . Evaluation of discharges by CSOs from water depth measurements: case study of a lateral with a low and long crest . Urban Drainage 2002, Global Solutions for Urban Drainage, 9th International Conference on Urban Drainage (9ICUD) .
   Google Scholar