Experimental investigation of turbulent flow upstream of the broad-crested weir

被引:0
|
作者
Atlas, Elif Deniz [1 ]
Kizilaslan, Mehmet Anil [1 ]
Demirel, Ender [1 ]
机构
[1] Eskisehir Osmangazi Univ, Insaat Muhendisligi Bolumu, Muhendislik Mimarlik Fak, Eskisehir, Turkey
关键词
Open channel; Broad-crested weir; Turbulent flow; Acoustic doppler velocimetry (ADV); PRESSURE DISTRIBUTIONS; VELOCITY; PROFILES;
D O I
10.5505/pajes.2019.09225
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Broad crested weirs (BCW) are widely used hydraulic structures in streams and irrigation canals to control the flow and to measure the discharge. In this study, turbulent flow structure at the upstream of the sharp edged broad crested weir is investigated by means of Acoustic Doppler Velocimetry (ADV) measurements at different stations. Vertical distributions of velocity and turbulence stresses revealed that, while fully developed velocity distributions are observed at stations far from the weir, turbulence effects significantly alter the flow structure as the flow approaches to the weir. High-resolution photographs are digitized to extract water surface profiles of the flow through the weir for different flow rates. Comparison of the experimental results with the theoretical results shows that the accuracy of the theoretical solutions decreases for low flow rates, in which boundary-layer effects are calculated based on the power law.
引用
收藏
页码:455 / 461
页数:7
相关论文
共 50 条
  • [21] BRINK DEPTH FOR TRAPEZOIDAL BROAD-CRESTED WEIR
    SWAMI, AL
    JILANI, AKM
    JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1974, 100 (NHY1): : 235 - 236
  • [22] Investigating the flow through parallel sluice gates on a broad-crested weir
    Seyedzadeh, Amin
    Yasi, Mehdi
    Farhoudi, Javad
    FLOW MEASUREMENT AND INSTRUMENTATION, 2024, 99
  • [23] Experimental measurements of velocity and pressure distributions on a large broad-crested weir
    Gonzalez, Carlos A.
    Chanson, Hubert
    FLOW MEASUREMENT AND INSTRUMENTATION, 2007, 18 (3-4) : 107 - 113
  • [24] A discharge coefficient for a trapezoidal broad-crested side weir in subcritical flow
    Haddadi, Hadis
    Rahimpour, Majid
    FLOW MEASUREMENT AND INSTRUMENTATION, 2012, 26 : 63 - 67
  • [25] Experimental investigation of gabion broad-crested weirs under upstream partial blockage conditions
    Hasanian Shirvan, Sanaz
    Pirzadeh, Bahareh
    Rajaei, Seyed Hosein
    Shafai Bejestan, Mahmood
    WATER SUPPLY, 2023, 23 (07) : 2638 - 2648
  • [26] BRINK DEPTH FOR TRAPEZOIDAL BROAD-CRESTED WEIR - DISCUSSION
    ALI, KHM
    JOURNAL OF THE HYDRAULICS DIVISION-ASCE, 1975, 101 (NHY3): : 535 - 537
  • [27] FLOW OVER BROAD-CRESTED WEIR WITH INFLOW BY APPROACH SHAFT - NUMERICAL MODEL
    Major, Jakub
    Orfanus, Martin
    Zachoval, Zbynek
    CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR, 2021, 30 (01): : 260 - 267
  • [28] THE V-SHAPED BROAD-CRESTED WEIR - CLOSURE
    BOITEN, W
    PITLO, RH
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1983, 109 (02) : 293 - 295
  • [30] THE INFLUENCE OF ROUGHNESS ON THE DISCHARGE COEFFICIENT OF A BROAD-CRESTED WEIR
    Parilkova, Jana
    Riha, Jaromir
    Zachoval, Zbynek
    JOURNAL OF HYDROLOGY AND HYDROMECHANICS, 2012, 60 (02) : 101 - 114