| contributor author | Muluneh Yitayew | |
| contributor author | A. W. Warrick | |
| date accessioned | 2017-05-08T20:46:50Z | |
| date available | 2017-05-08T20:46:50Z | |
| date copyright | November 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9437%281987%29113%3A4%28611%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26927 | |
| description abstract | An analytical solution for a trickle lateral is presented which includes velocity head in the basic formulation. The relative error when neglecting velocity head is greater for laminar than for turbulent flow. However, the magnitude of head loss is greater for turbulent regimes. Although the errors caused by neglecting the velocity in most cases are small, the analytical solution remains relatively simple and easy to use. | |
| publisher | American Society of Civil Engineers | |
| title | Velocity Head Considerations for Trickle Laterals | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1987)113:4(611) | |
| tree | Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 004 | |
| contenttype | Fulltext | |
