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rapport
R. Willey ; US ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER | USA : US army corps of engineers the hydrologic engineering center | 1986Several state of the art models are available for analyzing water quality conditions in complex reservoir systems for a given set of operational conditions. Some of these models caneven make operational decisions regarding proper gate regulation[...]
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D. Gee ; M. Asce ; US ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER | USA : US army corps of engineers the hydrologic engineering center | 1984A study was undertaken to evaluate the future performance of various flood control alternatives on the Arkansas river near La Junta, CO. The Major study component was the application of HEC-6 "Scour and Deposition of rivers and reservoirs" to si[...]
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D. Gee ; M. Anderson ; L. Baird ; US ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER | USA : US army corps of engineers the hydrologic engineering center | 1990A two-dimensional horizontal finite element numerical model (RMA-) was applied to a 15 mile (24 km) river channel floodplain reach in west Germany. Previous applications of such models have been restricted to much smaller scales. The results ind[...]
rapport
D. Gee ; D. Wilcox ; US ARMY CORPS OF ENGINEERS THE HYDROLOGIC ENGINEERING CENTER | USA : US army corps of engineers the hydrologic engineering center | 1985This paper describes the use of a numerical two-dimensional flow model to evaluate the impacts of potential hydropower retrofits on downstream flow distributions at Lock and Dam No. 8 on the upper Mississippi River. The model used (RMA-2) solves[...]
