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- W4310349455 abstract "Design of a stable alluvial channel is based on the hypothesis that the equilibrium state of a channel corresponds to maximum flow. The channel design can then be accomplished by employing the continuity equation, resistance law, sediment transport equation, and the channel cross-section shape. This chapter derives the channel hydraulic geometry for primarily three cross-sections, namely trapezoidal, rectangular, and triangular." @default.
- W4310349455 created "2022-12-09" @default.
- W4310349455 date "2022-12-08" @default.
- W4310349455 modified "2023-09-27" @default.
- W4310349455 title "Maximum Flow Efficiency Hypothesis" @default.
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- W4310349455 doi "https://doi.org/10.1017/9781009222136.017" @default.
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