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It is shown that it is not necessary to find absolute magnitude of storage, but only rate of change of storage per foot of stage; advantages of optimizing reach length are gained without requiring additional data or lengthy computations; fundamentals governing practical requirements of reach length and travel-time are explained in terms of physical situation; means for dealing with rating curve changes, loop rating curves, levee crevasses, and backwater effects are examined; results are compared with model tests to use superfloods which pose more numerous and severe problems regarding levee crevasses, floodway operation, and others, than do observed floods.
It is shown that it is not necessary to find absolute magnitude of storage, but only rate of change of storage per foot of stage; advantages of optimizing reach length are gained without requiring additional data or lengthy computations; fundamentals governing practical requirements of reach length and travel-time are explained in terms of physical situation; means for dealing with rating curve changes, loop rating curves, levee crevasses, and backwater effects are examined; results are compared with model tests to use superfloods which pose more numerous and severe problems regarding levee crevasses, floodway operation, and others, than do observed floods.
Improved method of flood routing
ASCE -- Proc (J Hydraulics Div)
Graves, E.A. (author)
1967
15 pages
Article (Journal)
English
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Improved Method of Flood Routing
| ASCE | 2021
Discussion of “Improved Method of Flood Routing”
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Discussion of “Improved Method of Flood Routing”
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Discussion of “Improved Method of Flood Routing”
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Closure to “Improved Method of Flood Routing”
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