Muskingum Method, EXTRAN and ONE-D for Routing Unsteady Flows in Open Channels

REFERENCES

• Aldama , A. A. 1990 . “Least—Squares Parameter Estimation for Muskingum Flood Routing, U.S.A.” . Journal of Hydraulic Engineering , 116 ( 4 ) : 580 – 586 .
   Web of Science ®Google Scholar
• Bentura , Piter L.F. and Michel , Claude . 1997 . “Flood Routing in a Wide Channel with a Quadratic Lag—and—Route Method.” . Hydrological Science Journal , 42 ( 2 ) : 169 – 190 .
   Web of Science ®Google Scholar
• Blackburn , J. and Hicks , F. E. 2002 . “Combined Flood Routing and Flood Level Forecasting.” . Canadian Journal of Civil Engineering , 29 ( 1 ) : 64 – 75 .
   Web of Science ®Google Scholar
• Chatila , J. G. 1992 . Application and Comparison of Dynamic Routing Models For Unsteady Flow in Simple and Compound Channels, M. A. Sc. Thesis, Civil Engineering Department, University of Ottawa, Ottawa, ON
   Google Scholar
• Chow , V. T. 1959 . Open—Channel Hydraulics, McGraw—Hill Book Co., New York 601 – 604 .
   Google Scholar
• De Saint Venant and Barre , A. J.C. 1871 . Théorie du mouvement non—permanent des Eaux avec Application aux crues des Rivieres et a l'introduction des Mareées dans leur lit, (Theory of Unsteady Water Flow, with Apllication to River Floods and to Propagation of Tides in River Channels), Comptes Rendus, Vol. 73, Academy Science, Paris: 148–154 237 – 240 .
   Google Scholar
• Duchesne , S. , Mailhot , A. , Dequidt , E. and Villeneuve , J—P. 2001 . “Mathematical Modelling of Sewers under Surcharge for Real Time Control of Combined Sewer Outflows.” . Urban Water , 3 ( 4 ) : 241 – 252 .
   Google Scholar
• Environment Canada. 1988 . ONE— D Input Data Manual, Water Planning and Management Branch, Inland Water Directorate, Water Modelling Section, Environment Canada
   Google Scholar
• Environment Canada. 2003 . Freshwater website: Water Modelling (Water Management Models www.ec.gc.ca/water/en/manage/model.
   Google Scholar
• Fread , D. L. 1978 . DWOPER Input Data Manual, Revised Version, April, 1987
   Google Scholar
• Gavilan , G. E. and Houck , M. H. 1986 . Optimal Parameter Estimation for Muskingum River Routing, Technical Report CE–HSE–86, Perdue University
   Google Scholar
• Harleman , D. R.F. and Lee , C. H. 1967 . The Computation of Tides and Currents in Estuaries and Canals, U.S. Army Corps of Engineers Report, October
   Google Scholar
• Hicks , F. E. , Steffler , P. M. and Yasmin , N. 1997 . “One—Dimensional DAM—BREAK Solutions for Variable Width Channels.” . In Journal of Hydraulic Engineering, ASCE, Technical Note No. 10534, 123(5)
   Google Scholar
• Hicks , F. E. 1996 . “Hydraulic Flood Routing with Minimal Channel Data: Peace River, Canada.” . Canadian Journal of Civil Engineering , 23 ( 2 ) : 524 – 535 .
   Web of Science ®Google Scholar
• Kouwen , N. 1986 . Dynamic Wave Flood Routing Sensitivity Study, Project No. 111–11–02, Waterloo Research Institute Waterloo , ON : University of Waterloo .
   Google Scholar
• Kouwen , N. 1984 . Flood Routing Sensitivity Study, Final Report, Project No. 111–02, Waterloo Research Institute Waterloo , ON : University of Waterloo .
   Google Scholar
• Kshirsagar , M. M. , Rajagopalan , B. and Lall , U. 1995 . “Optimal Parameter Estimation for Muskingum Routing with Ungauged Lateral Inflow”. . Journal of Hydrology , 169 ( 1–4 ) : 25 – 35 .
   Web of Science ®Google Scholar
• McCarthy , G. T. 1938 . The Unit Hydrograph and Flood Routing, Paper Presented at Conference of the North Atlantic Division of U.S. Corps of Engineers, New London, CT
   Google Scholar
• O'Donnell , T. 1985 . “A Direct Three Parameter Muskingum Procedure Incorporating Lateral Inflow, U.K.” . Hydrological Science Journal , 30 ( 4 ) : 479 – 496 .
   Web of Science ®Google Scholar
• Park , H. and Johnson , T. J. 1998 . “Hydrodynamic Modelling in Solving Combined Sewer Problems: A Case Study.” . Water Research , 32 ( 6 ) : 1948 – 1956 .
   Web of Science ®Google Scholar
• Singh , V. P. and McCann , R. C. 1980 . “Mathematical Modelling of Catchment Response.” . In Proceedings of the International Conference on Water Resources Development, Taipei, Taiwan, 2 587 – 597 .
   Google Scholar
• Treske , A. 1980 . Experimentelle Uberprufung Numerischer Berechrungsverfahven von Hachiuasserwellen, in: Blind, Report of Hydraulics Research Station, TU München, 44 1 – 133 .
   Google Scholar
• Tsihrintzis , V. A. , Vasarhelyi , G. M. and Lipa , J. J. 1995 . “Hydrodynamic and Constituent Transport Modelling of Coastal Wetlands.” . Journal of Marine and Environmental Engineering , 1 ( 4 ) : 295 – 314 .
   Google Scholar
• USEPA. 1994 . EXTRAN Input Data Manual, United States Environmental Protection Agency, originally developed in 1973
   Google Scholar
• Van Der Linden, Sandra and Ming—ko Woo. 2003 . “Application of Hydrological Models with Increasing Complexity to Subarctic Catchments . !' Journal of Hydrology , 270 : 145 – 157 .
   Web of Science ®Google Scholar
• Viessman , W. Jr. and Lewis , G. 1996 . Introduction to Hydrology, Fourth Edition, Harper—Collins College Publisher
   Google Scholar
• Wormleaton , Allen J. and Hadjipanos , P. 1982 . “Discharge Assessment in Compound Channel Flow.” . Journal of the Hydraulics Division, ASCE , 108 : 975 – 994 . No. HY9
   Web of Science ®Google Scholar