| contributor author | Charles R. Ott | |
| contributor author | Paul H. Jones, Jr. | |
| date accessioned | 2017-05-08T21:02:21Z | |
| date available | 2017-05-08T21:02:21Z | |
| date copyright | January 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-947x%281988%29114%3A1%28113%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/36357 | |
| description abstract | Partial flow problems in circular pipes are commonly solved using standard hydraulic element charts or nomograms. These methods are tedious, monotonous, and subject to errors. The widespread availability of the desktop computer provides a means of overcoming the problems associated with extant solution methods. A computational procedure based on the Manning equation is presented, which solves for the partial flow properties of wetted area, wetted perimeter, hydraulic radius, depth of flow, and velocity. | |
| publisher | American Society of Civil Engineers | |
| title | Partial Flow Properties in Circular Sewers | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 1 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(1988)114:1(113) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;1988:;Volume ( 114 ):;issue: 001 | |
| contenttype | Fulltext | |
