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|Title: ||Uniform and critical flow computations|
|Authors: ||PATIL, RG|
|Keywords: ||irrigation canals|
|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.|
|Appears in Collections:||Article|
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