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Please use this identifier to cite or link to this item: http://dspace.library.iitb.ac.in/jspui/handle/10054/4964

Title: Uniform and critical flow computations
Authors: PATIL, RG
MURTHY, JSR
GHOSH, LK
Keywords: irrigation canals
depth equations
Issue Date: 2005
Publisher: ASCE-AMER SOC CIVIL ENGINEERS
Citation: JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING-ASCE, 131(4), 375-378
Abstract: The application of theory developed for direct integration of gradually varied flow equations to uniform and critical flow computation greatly reduces the computational effort. A small generalized subroutine is able to compute accurately the various parameters involved in the computation for all types of natural and constructed cross sections. Although the equations are implicit, in a majority of cases the number of iterations needed to achieve the required accuracy is less than 3. The method is even useful for computation by hand held calculators.
URI: http://dx.doi.org/10.1061/(ASCE)0733-9437(2005)131:4(375)
http://dspace.library.iitb.ac.in/xmlui/handle/10054/4964
http://hdl.handle.net/10054/4964
ISSN: 0733-9437
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