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    Observations from Contraction–Scour Experiments Conducted with a Large Rectangular Channel

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 008::page 04021025-1
    Author:
    Alireza Nowroozpour
    ,
    Robert Ettema
    DOI: 10.1061/(ASCE)HY.1943-7900.0001903
    Publisher: ASCE
    Abstract: This paper presents observations on clear-water and live-bed contraction scour caused by subcritical flow along a large rectangular channel. Three contraction ratios (contraction width/approach–channel width) were used: 0.25, 0.50, and 0.75. Each ratio included a 45° transition linking the contraction to the approach channel. Contractions scour relates to three categories of contraction length: length shorter than flow-separation length at contraction entrance, length exceeds flow-separation length, and length is sufficiently long to develop uniform flow in contraction. Flow-choking was avoided. The experiments focused on the second category, herein termed intermediate-length contractions. Light detection and ranging (LiDAR) scans showed that maximum scour depths occurred at a flow vena contracta (formed within the contraction entrance), the entrance corners, and the contraction exit. The observed sour depth in the vena contracta exceeded the depths estimated using the existing HEC-18 equations for contraction-scour. The deepest scour occurred at entrance corners except for the smallest ratio, which produced a step scour.
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      Observations from Contraction–Scour Experiments Conducted with a Large Rectangular Channel

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    contributor authorAlireza Nowroozpour
    contributor authorRobert Ettema
    date accessioned2022-02-01T00:33:54Z
    date available2022-02-01T00:33:54Z
    date issued8/1/2021
    identifier other%28ASCE%29HY.1943-7900.0001903.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271657
    description abstractThis paper presents observations on clear-water and live-bed contraction scour caused by subcritical flow along a large rectangular channel. Three contraction ratios (contraction width/approach–channel width) were used: 0.25, 0.50, and 0.75. Each ratio included a 45° transition linking the contraction to the approach channel. Contractions scour relates to three categories of contraction length: length shorter than flow-separation length at contraction entrance, length exceeds flow-separation length, and length is sufficiently long to develop uniform flow in contraction. Flow-choking was avoided. The experiments focused on the second category, herein termed intermediate-length contractions. Light detection and ranging (LiDAR) scans showed that maximum scour depths occurred at a flow vena contracta (formed within the contraction entrance), the entrance corners, and the contraction exit. The observed sour depth in the vena contracta exceeded the depths estimated using the existing HEC-18 equations for contraction-scour. The deepest scour occurred at entrance corners except for the smallest ratio, which produced a step scour.
    publisherASCE
    titleObservations from Contraction–Scour Experiments Conducted with a Large Rectangular Channel
    typeJournal Paper
    journal volume147
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001903
    journal fristpage04021025-1
    journal lastpage04021025-11
    page11
    treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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