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Normal depth equations for wide rectangular and triangular open channel sections involving Lambert's W function
Normal depth is a key parameter occurring in open-channel hydraulics. For all practical canal sections, open channel resistance equation involves an implicit form for normal depth. Therefore, determination of normal depth involves the tedious method of trial and error. Presented herein are the exact equations for normal depth in terms of Lambert's W function for triangular and wide rectangular open channel sections.
Normal depth equations for wide rectangular and triangular open channel sections involving Lambert's W function
Normal depth is a key parameter occurring in open-channel hydraulics. For all practical canal sections, open channel resistance equation involves an implicit form for normal depth. Therefore, determination of normal depth involves the tedious method of trial and error. Presented herein are the exact equations for normal depth in terms of Lambert's W function for triangular and wide rectangular open channel sections.
Normal depth equations for wide rectangular and triangular open channel sections involving Lambert's W function
Swamee, Prabhata K. (author) / Rathie, Pushpa N. (author)
ISH Journal of Hydraulic Engineering ; 18 ; 252-257
2012-09-01
6 pages
Article (Journal)
Electronic Resource
English
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