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contributor authorI. Fraga
contributor authorL. Cea
contributor authorJ. Puertas
contributor authorJ. Anta
date accessioned2017-05-08T22:09:16Z
date available2017-05-08T22:09:16Z
date copyrightMarch 2015
date issued2015
identifier other35132342.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72451
description abstractA nonintrusive method to calculate water depth and discharge in partially full pipes using data from a single ultrasonic Doppler velocimeter (UDV) profiler is presented. The position of the free surface is identified from the velocity profiles measured with the UDV. The flow discharge is computed from an approximated parameterization of the velocity field in the cross-section, using a single measured velocity profile. The proposed methodology was applied to steady and unsteady flow conditions in two different pipes with diameters of 90 and 200 mm, and depth-to-diameter ratios up to 0.35. Under these conditions, the water depth and discharge were measured with mean absolute errors of 1 mm and
publisherAmerican Society of Civil Engineers
titleNonintrusive Method to Compute Water Discharge in Pipes with a Low Depth-to-Diameter Ratio Using Ultrasonic Doppler Velocimetry
typeJournal Paper
journal volume141
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000982
treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 003
contenttypeFulltext


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