Upper Limit for Hydropower in an Open-Channel FlowSource: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011Author:Peter F. Pelz
DOI: 10.1061/(ASCE)HY.1943-7900.0000393Publisher: American Society of Civil Engineers
Abstract: It is proved on the basis of the axiomatic energy equation that the theoretical upper limit for the hydropower gained by a water wheel or turbine per unit width in a rectangular open channel cannot exceed
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| contributor author | Peter F. Pelz | |
| date accessioned | 2017-05-08T21:51:06Z | |
| date available | 2017-05-08T21:51:06Z | |
| date copyright | November 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29hy%2E1943-7900%2E0000419.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64239 | |
| description abstract | It is proved on the basis of the axiomatic energy equation that the theoretical upper limit for the hydropower gained by a water wheel or turbine per unit width in a rectangular open channel cannot exceed | |
| publisher | American Society of Civil Engineers | |
| title | Upper Limit for Hydropower in an Open-Channel Flow | |
| type | Journal Paper | |
| journal volume | 137 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0000393 | |
| tree | Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011 | |
| contenttype | Fulltext |