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- W1494152224 abstract "With the aid of kinematic-wave theory described in Part I for flow over a catchment and along a stream, the predicted form of stream hydrograph is calculated numerically, assuming that the rainfall is of constant intensity and of finite duration. The influence of the parameter λ, a measure of the ratio of stream “response time” to catchment “response time”, becomes significant for λ = 0(1); the general effect of large λ is to delay the arrival time of a flood peak and to reduce its amplitude. For λ small, the catchment discharge function is a good guide to the form of the stream hydrograph. With finite infiltration, the duration of catchment discharge is finite." @default.
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- W1494152224 date "1965-11-01" @default.
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- W1494152224 title "A hydraulic model for the catchment-stream problem" @default.
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- W1494152224 doi "https://doi.org/10.1016/0022-1694(65)90085-5" @default.
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