| contributor author | Ramappa G. Patil | |
| contributor author | J. S. Murthy | |
| contributor author | L. K. Ghosh | |
| date accessioned | 2017-05-08T20:49:38Z | |
| date available | 2017-05-08T20:49:38Z | |
| date copyright | August 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9437%282005%29131%3A4%28375%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28360 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Uniform and Critical Flow Computations | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2005)131:4(375) | |
| tree | Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 004 | |
| contenttype | Fulltext | |