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Uniform and critical flow computations

DSpace at IIT Bombay

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Field Value
 
Title Uniform and critical flow computations
 
Creator PATIL, RG
MURTHY, JSR
GHOSH, LK
 
Subject irrigation canals
depth equations
critical flow
uniform flow
computation
flow measurement
 
Description 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.
 
Publisher ASCE-AMER SOC CIVIL ENGINEERS
 
Date 2011-07-18T15:14:37Z
2011-12-26T12:50:41Z
2011-12-27T05:36:40Z
2011-07-18T15:14:37Z
2011-12-26T12:50:41Z
2011-12-27T05:36:40Z
2005
 
Type Article
 
Identifier JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING-ASCE, 131(4), 375-378
0733-9437
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
 
Language en