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contributor authorOlivier Baud
contributor authorWilli H. Hager
contributor authorHans-Erwin Minor
date accessioned2017-05-08T20:45:01Z
date available2017-05-08T20:45:01Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A12%281031%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25845
description abstractThe current discharge measurement methods in rivers are known to be accurate for low and mean discharges, but large debris and high velocities prevent the use of these conventional methods during flood season. Therefore, a nonintrusive method to measure discharge during floods has been developed. The method elaborated in a laboratory channel proceeds in two steps. In a first step the water surface was recorded with three calibrated charge coupled device (CCD) cameras using identical frequency. To determine the geometry and the velocity field of the free surface, floating tracer particles were added to the flow. In a second step a finite element program was employed to compute the discharge based on recorded surface information. An iterative procedure using the commercial finite element program
publisherAmerican Society of Civil Engineers
titleToward Nonintrusive Flood Discharge Measurement
typeJournal Paper
journal volume131
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:12(1031)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 012
contenttypeFulltext


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