| contributor author | James C. Y. Guo | |
| date accessioned | 2017-05-08T20:43:28Z | |
| date available | 2017-05-08T20:43:28Z | |
| date copyright | April 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9429%281999%29125%3A4%28422%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24821 | |
| description abstract | This paper shows how the critical flow section in a collector channel can be located by solving the dynamic equation of spatially varied flow, Manning's equation, and making use of the singular-point concept. In addition to channel length and tailwater elevation, the occurrence of a critical flow section in a spatially varied flow also depends on the combination of channel cross-sectional geometry, roughness, slope, and inflow rate. When the critical flow section is necessary to be developed in a collector channel, the two dimensionless parameters ( | |
| publisher | American Society of Civil Engineers | |
| title | Critical Flow Section in Collector Channel | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 4 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1999)125:4(422) | |
| tree | Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 004 | |
| contenttype | Fulltext | |
