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contributor authorJohn F. Walker
date accessioned2017-05-08T20:40:16Z
date available2017-05-08T20:40:16Z
date copyrightJuly 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A7%28801%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23018
description abstractThe 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
publisherAmerican Society of Civil Engineers
titleGeneral Two‐Point Method for Determining Velocity in Open Channel
typeJournal Paper
journal volume114
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:7(801)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 007
contenttypeFulltext


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