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John_henderson
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There is a natural river channel with complex cross sections. The bed roughness of side bank is 1 n = 0.04 and main channel is 2 n = 0.03. Calculate the flow discharge in the channel if the bed slope is i = 0.0004. In the calculations, you can assume the side slope is zero, which means that the total cross sectional areas can be regarded as being composed of two rectangular sections.
 one year ago
 one year ago
John_henderson Group Title
There is a natural river channel with complex cross sections. The bed roughness of side bank is 1 n = 0.04 and main channel is 2 n = 0.03. Calculate the flow discharge in the channel if the bed slope is i = 0.0004. In the calculations, you can assume the side slope is zero, which means that the total cross sectional areas can be regarded as being composed of two rectangular sections.
 one year ago
 one year ago

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