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    Hydraulic Characteristics of Circular Flume

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author:
    Zohrab Samani
    ,
    Saeed Jorat
    ,
    Mohammed Yousaf
    DOI: 10.1061/(ASCE)0733-9437(1991)117:4(558)
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments are conducted to evaluate the hydraulic characteristics of several circular flumes. The circular flume is a simple and low‐cost water measuring device constructed from two pieces of pipes, one installed vertically inside the other. The ratio of the diameter of the inner column to the flume itself is approximately one‐third. The presence of the inner column reduces the cross section of the flow, creating a critical flow condition. A gauge is installed at the upstream side of the inner column to measure the depth of the water upstream of the critical flow section. The reading on the gauge is directly related to the flow rate. The results of the laboratory experiments showed that the circular flumes can be successfully used to measure the flow rate in open channels. Based on the results of the laboratory experiments, a computer model is developed for the calibration of circular flume. The computer model is tested using data from flumes installed in the laboratory and in the field.
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      Hydraulic Characteristics of Circular Flume

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/27248
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    contributor authorZohrab Samani
    contributor authorSaeed Jorat
    contributor authorMohammed Yousaf
    date accessioned2017-05-08T20:47:26Z
    date available2017-05-08T20:47:26Z
    date copyrightJuly 1991
    date issued1991
    identifier other%28asce%290733-9437%281991%29117%3A4%28558%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27248
    description abstractLaboratory experiments are conducted to evaluate the hydraulic characteristics of several circular flumes. The circular flume is a simple and low‐cost water measuring device constructed from two pieces of pipes, one installed vertically inside the other. The ratio of the diameter of the inner column to the flume itself is approximately one‐third. The presence of the inner column reduces the cross section of the flow, creating a critical flow condition. A gauge is installed at the upstream side of the inner column to measure the depth of the water upstream of the critical flow section. The reading on the gauge is directly related to the flow rate. The results of the laboratory experiments showed that the circular flumes can be successfully used to measure the flow rate in open channels. Based on the results of the laboratory experiments, a computer model is developed for the calibration of circular flume. The computer model is tested using data from flumes installed in the laboratory and in the field.
    publisherAmerican Society of Civil Engineers
    titleHydraulic Characteristics of Circular Flume
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1991)117:4(558)
    treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 004
    contenttypeFulltext
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