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Uniform and Critical Flow Computations
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 typ...
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Published in: | Journal of irrigation and drainage engineering 2005-08, Vol.131 (4), p.375-378 |
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container_end_page | 378 |
container_issue | 4 |
container_start_page | 375 |
container_title | Journal of irrigation and drainage engineering |
container_volume | 131 |
creator | Patil, Ramappa G Murthy, J. S Ghosh, L. K |
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. |
doi_str_mv | 10.1061/(ASCE)0733-9437(2005)131:4(375) |
format | article |
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identifier | ISSN: 0733-9437 |
ispartof | Journal of irrigation and drainage engineering, 2005-08, Vol.131 (4), p.375-378 |
issn | 0733-9437 1943-4774 |
language | eng |
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source | ASCE Library (civil engineering) |
subjects | Agricultural and forest climatology and meteorology. Irrigation. Drainage Agronomy. Soil science and plant productions Biological and medical sciences drainage channels equations fluid mechanics Fundamental and applied biological sciences. Psychology General agronomy. Plant production irrigation canals Irrigation. Drainage TECHNICAL NOTES water flow |
title | Uniform and Critical Flow Computations |
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