Results 61 to 70 of about 112 (95)
Practical Aspects of Muskingum-Cunge Method in Low Water Management
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Methodological evaluation of river discharges derived from remote sensing and land surface models. [PDF]
Duvvuri B, Gehring J, Beighley E.
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Lu, Minjiao +2 more
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Metodo de Muskingum-Cunge análisis de sensibilidad y limites de aplicacion
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Analytical verification of Muskingum-Cunge routing
Journal of Hydrology, 1996Abstract A verification of Muskingum-Cunge routing is accomplished by comparing theoretically calculated peak outflow and travel time with those generated using the constant-parameter Muskingum-Cunge method of flood routing. The close agreement between analytical and numerical results underscores the utility of Muskingum-Cunge routing as a viable and
V.M. Ponce, A.K. Lohani, C. Scheyhing
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Variable-parameter Muskingum-Cunge method revisited
Journal of Hydrology, 1994This paper re-examines the variable-parameter Muskingum-Cunge method. Numerical experiments show that the loss of mass is small but perceptible throughout the wide range of peak inflows tested, from 200 to 1000 cfs ft−1 (18.58–92.9 m2 s−1). Modified three-point direct and four-point iterative variable-parameter methods are introduced.
V.M. Ponce, P.V. Changanti
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On the negative weighting factors in the Muskingum-Cunge scheme
Journal of Hydraulic Research/De Recherches Hydrauliques, 2000The Muskingum-Cunge scheme applied to the one-dimensional unsteady advection-diffusion equation is investigated. To eliminate the numerical diffusion, the coefficients of the scheme are defined in such a way that the scheme does not contain the weighting parameters explicitly, but the Courant and Peclet numbers only.
Csaba Gaspar
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Modeling Looped Ratings in Muskingum-Cunge Routing
Journal of Hydrologic Engineering - ASCE, 2001The Muskingum-Cunge flood routing model is extended to the realm of looped ratings. This is accomplished by reformulating the conventional four-point model to use the local water surface slope and the Vedernikov number in the expression for hydraulic diffusivity.
VÍCTOR M Ponce, Ponce VÍCTOR M
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Volume Conservation in Variable Parameter Muskingum-Cunge Method
Journal of Hydraulic Engineering, 1999The simple Variable Parameter Muskingum-Cunge (VPMC) method is still frequently used for flood routing. However, difficulties arise in the selection of an appropriate “reference” discharge for evaluating the routing parameters and in the small volume loss that can occur. Several commonly used schemes for the VPMC method are compared through a series of
Donald W Knight, Knight Donald W
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Variable parameter Muskingum-Cunge method for flood routing in a compound channel
Journal of Hydraulic Research/De Recherches Hydrauliques, 1999(1999). Variable parameter Muskingum-Cunge method for flood routing in a compound channel. Journal of Hydraulic Research: Vol. 37, No. 5, pp. 591-614.
Xiaonan Tang, Donald W Knight
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