Discharge Ratio of Side Outflow to Supercritical Channel FlowSource: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009Author:Kazumasa Mizumura
DOI: 10.1061/(ASCE)0733-9429(2005)131:9(821)Publisher: American Society of Civil Engineers
Abstract: This study presents the effects of width changes of a side breach, Froude numbers, and bottom slopes on discharge ratios of a side outflow to the main channel flow when a flow is supercritical. The results compare the differences between theoretical discharge ratios and experimental ones. The differences increase in one of three conditions: increase of the side breach, increase of the bottom slope, and decrease of the Froude number.
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| contributor author | Kazumasa Mizumura | |
| date accessioned | 2017-05-08T20:45:14Z | |
| date available | 2017-05-08T20:45:14Z | |
| date copyright | September 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9429%282005%29131%3A9%28821%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25974 | |
| description abstract | This study presents the effects of width changes of a side breach, Froude numbers, and bottom slopes on discharge ratios of a side outflow to the main channel flow when a flow is supercritical. The results compare the differences between theoretical discharge ratios and experimental ones. The differences increase in one of three conditions: increase of the side breach, increase of the bottom slope, and decrease of the Froude number. | |
| publisher | American Society of Civil Engineers | |
| title | Discharge Ratio of Side Outflow to Supercritical Channel Flow | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2005)131:9(821) | |
| tree | Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009 | |
| contenttype | Fulltext |