| contributor author | Gregory Wilkerson; Sanjib Sharma; Deependra Sapkota | |
| date accessioned | 2019-03-10T12:12:39Z | |
| date available | 2019-03-10T12:12:39Z | |
| date issued | 2019 | |
| identifier other | %28ASCE%29HY.1943-7900.0001554.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4255103 | |
| description abstract | Uniform flow is important for physical model studies because generalizing flow data is possible only if the collected data is from locations where the flow is uniform, i.e., the test section. Presented in this paper are results from a physical model study of the channel length required for uniform flow to develop in a rough open channel with fully turbulent flow (i.e., the uniform flow development length, Lunif). The objective of this study was to develop a physically meaningful and parsimonious relationship for predicting Lunif. It is concluded that Lunif is proportional to flow depth and channel width, and inversely proportional to bed material size. Also, neither Froude’s nor Reynold’s number is significant for predicting Lunif in a rough open channel with fully turbulent flow. | |
| publisher | American Society of Civil Engineers | |
| title | Length for Uniform Flow Development in a Rough Laboratory Flume | |
| type | Journal Paper | |
| journal volume | 145 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0001554 | |
| page | 06018018 | |
| tree | Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 001 | |
| contenttype | Fulltext | |