Mobile Flume for Circular ChannelSource: Journal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 003Author:Willi H. Hager
DOI: 10.1061/(ASCE)0733-9437(1988)114:3(520)Publisher: American Society of Civil Engineers
Abstract: A simple device to measure discharge in sewers and drainage channels is described. The unit can be quickly fixed and removed for short‐time use in circular channels. Its major advantages include low cost, reading precision, insensitivity to backwater submergence, and rapid installation in running water. A disadvantage is its limited use in terms of time whenever the water contains significant undissolved matter; the unit should be removed if it is not being supervised, since flooding or clogging might otherwise result. The governing equation for discharge as a function of approaching flow depth is established, and several recommendations for its practical use are given.
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| contributor author | Willi H. Hager | |
| date accessioned | 2017-05-08T20:46:56Z | |
| date available | 2017-05-08T20:46:56Z | |
| date copyright | August 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9437%281988%29114%3A3%28520%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26988 | |
| description abstract | A simple device to measure discharge in sewers and drainage channels is described. The unit can be quickly fixed and removed for short‐time use in circular channels. Its major advantages include low cost, reading precision, insensitivity to backwater submergence, and rapid installation in running water. A disadvantage is its limited use in terms of time whenever the water contains significant undissolved matter; the unit should be removed if it is not being supervised, since flooding or clogging might otherwise result. The governing equation for discharge as a function of approaching flow depth is established, and several recommendations for its practical use are given. | |
| publisher | American Society of Civil Engineers | |
| title | Mobile Flume for Circular Channel | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1988)114:3(520) | |
| tree | Journal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 003 | |
| contenttype | Fulltext |