| contributor author | Ronald E. Benson, Jr. | |
| date accessioned | 2017-05-08T20:57:24Z | |
| date available | 2017-05-08T20:57:24Z | |
| date copyright | December 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9372%281985%29111%3A6%28925%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33187 | |
| description abstract | An equation is developed that allows direct calculation of the minimum slope required to maintain a given self-cleansing velocity in partially full sewers. The self-cleansing slope is a function of the Manning constant, pipe diameter, ratio of actual flowrate to full flowrate, and self-cleansing velocity. It is found that current recommended minimum slopes correspond to an actual velocity of 0.45 m/s when the actual flowrate is approximately 15% of the full flowrate. | |
| publisher | American Society of Civil Engineers | |
| title | Self‐Cleansing Slope for Partially Full Sewers | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 6 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1985)111:6(925) | |
| tree | Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 006 | |
| contenttype | Fulltext | |
