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contributor authorJ. Martínez
contributor authorJ. Reca
contributor authorM. T. Morillas
contributor authorJ. G. López
date accessioned2017-05-08T20:45:03Z
date available2017-05-08T20:45:03Z
date copyrightFebruary 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A2%28112%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25863
description abstractThis paper describes the design and calibration of a compound sharp-crested weir consisting of two triangular parts with different notch angles. This weir provides accurate measurement for a wide range of flows without discontinuities. The lower triangular part of the weir handles the normal range of discharges at the measurement structure while the upper part measures the occasional higher peak flows. This weir will be installed on the crest of small concrete gravity dams for measuring runoff in experimental catchments. The weir was calibrated in the laboratory using a scaled model. Different geometries (combination of notch angles) were tested in order to validate the proposed theoretical discharge equations.
publisherAmerican Society of Civil Engineers
titleDesign and Calibration of a Compound Sharp-Crested Weir
typeJournal Paper
journal volume131
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:2(112)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
contenttypeFulltext


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