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contributor authorPeter F. Pelz
date accessioned2017-05-08T21:51:06Z
date available2017-05-08T21:51:06Z
date copyrightNovember 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000419.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64239
description abstractIt 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
publisherAmerican Society of Civil Engineers
titleUpper Limit for Hydropower in an Open-Channel Flow
typeJournal Paper
journal volume137
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000393
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011
contenttypeFulltext


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