General Two‐Point Method for Determining Velocity in Open ChannelSource: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 007Author:John F. Walker
DOI: 10.1061/(ASCE)0733-9429(1988)114:7(801)Publisher: American Society of Civil Engineers
Abstract: The usual procedure for determining discharge in a stream involves a numerical integration of depth-averaged velocities. In most instances, the depth-averaged velocity is based on the average of the measured velocities at depths 0.2
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| contributor author | John F. Walker | |
| date accessioned | 2017-05-08T20:40:16Z | |
| date available | 2017-05-08T20:40:16Z | |
| date copyright | July 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9429%281988%29114%3A7%28801%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23018 | |
| description abstract | The usual procedure for determining discharge in a stream involves a numerical integration of depth-averaged velocities. In most instances, the depth-averaged velocity is based on the average of the measured velocities at depths 0.2 | |
| publisher | American Society of Civil Engineers | |
| title | General Two‐Point Method for Determining Velocity in Open Channel | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 7 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1988)114:7(801) | |
| tree | Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 007 | |
| contenttype | Fulltext |