Optimal Sizing of Width- and Depth-Constrained Trapezoidal Channelsby David C. Froehlich, (M.ASCE),
Document Type: Proceeding Paper
Part of: North American Water and Environment Congress & Destructive Water
Open-channels are often designed based on the assumption of uniform flow and normal depth. If a channel is to be lined with a nonerodible material, the dimensions of the channel can be chosen based on hydraulic efficiency alone without regard to excessive velocities. From a hydraulic viewpoint, the best open-channel cross section might be one that requires the least cross-section area for a given flow rate.
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