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Flow in open channelsthird edition about the author k subramanya is a retired professor of civil. Subramanya is the author of engineering hydrology 4. Froehlich abstract the three basic principles of openchannelflow analysis the conserva tion of mass, energy, and momentum are derived, explained, and applied to solve problems of openchannel flow. Asce assumed bottom boundary calculated canal carries cause circular coefficient computations considered constant contraction corresponding crest critical depth curve depends depth of flow determine direction discharge distribution downstream elevation energy loss equation estimate example expressed factor force formula froude number function geometry given head height hence horizontal hydraulic jump increase known length load mannings maximum method momentum natural negative normal depth.
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