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Discharge Coefficient of Rectangular Broad-Crested Weirs in Narrow Channels with High Relative Length of the Threshold

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Broad-crested weirs (BCW) are commonly used elements of stormwater systems and different open-channel hydraulic structures. Specific features of stormwater drainage channels are small width, low flow depths and, accordingly, small overflow heads at weirs. Dependences of the discharge coefficient of narrow (b = 0.224 m) rectangular sharp-edged broad-crested weirs with vertical walls, threshold height of 0.05 m and threshold length of 0.05–0.2 m were obtained experimentally. The experimental values of the discharge coefficient were approximated by the power-law functions of relative length of the weir. At large values of the relative length of the threshold (L/h> 10), for all weirs was obtained the same tendency of decreasing the discharge coefficient with increasing L/h ratio that can be explained by the enlargement of the hydraulic friction along the weir with increasing L/h ratio.
Twórcy
  • Institute of Civil Engineering and Building Systems, Lviv Polytechnic National University, 12, S. Bandera Str., Lviv, 79013, Ukraine
autor
  • Institute of Civil Engineering and Building Systems, Lviv Polytechnic National University, 12, S. Bandera Str., Lviv, 79013, Ukraine
  • Institute of Civil Engineering and Building Systems, Lviv Polytechnic National University, 12, S. Bandera Str., Lviv, 79013, Ukraine
autor
  • Institute of Civil Engineering and Building Systems, Lviv Polytechnic National University, 12, S. Bandera Str., Lviv, 79013, Ukraine
Bibliografia
  • 1. Aqnouy M., El Messari J.E.S., Bouadila A., Morabbi A., Benaabidate L., Al-Djazouli M.O. 2021. Modeling of continuous and extreme hydrological processes using spatially distributed models MERCEDES, VICAIR and VISHYR in a mediterranean watershed. Ecological Engineering & Environmental Technology, 22(1), 9–23.
  • 2. ASTM D5614–94. 2008. Standard Test Method for Open Channel Flow Measurement of Water with Broad-Crested Weirs, ASTM International, West Conshohocken, PA. DOI:10.1520/D5614–94R08.
  • 3. ASTM D5640–95. 2014. Standard Guide for Selection of Weirs and Flumes for Open-Channel Flow Measurement of Water, ASTM International, West Conshohocken, PA.
  • 4. Banaszkiewicz B., Grabowska K., Panfil M. 2009. Characterization of atmospheric precipitation of Ilawa and Chelminsko-Dobrzynskie lake districts in the years 1951–2000. Acta Agrophysica, 13(3), 575–585.
  • 5. Bijankhan M., Di Stefano C., Ferro V., Kouchakzadeh S. 2013. New stage-discharge relationship for weirs of finite crest length. Journal of Irrigation and Drainage Engineering, 140. DOI:10.1061/(ASCE)IR.1943–4774.0000670
  • 6. Cosco C., Gómez M., Russo B., Tellez-Alvarez J., Macchione F., Costabile P., Costanzo C. 2020. Discharge coefficients for specific grated inlets. Influence of the Froude number. Urban Water Journal, 17(7), 656–668.
  • 7. Gonzalez C., Chanson H. 2007. Experimental measurements of velocity and pressure distribution on a large broad-crested weir. Flow Measurement and Instrumentation, 18(3–4), 107–113.
  • 8. Goodarzi E., Farhoudi J., Shokri N. 2012. Flow characteristics of rectangular broad-crested weirs with sloped upstream face. Journal of Hydrology and Hydromechanics, 60, 87–100.
  • 9. Нager W., Schwalt M. 1994. Broad-crested weir. Journal of Irrigation and Drainage Engineering, 120(1), 13–26.
  • 10. Hovany L. 2019. Modular flow of small discharges over weirs with vertical faces. 7th International Contemporary Achievements in Civil Engineering April 2019. Subotica, Serbia.
  • 11. ISO 3846:2008. 2016. Hydrometry – Open Channel Flow Measurement Using Rectangular BroadCrested Weirs.
  • 12. Lee J.G., Heaney J.P. 2003. Estimation of urban imperviousness and its impacts on storm water systems. Journal of Water Resources Planning and Management, 129, 419–426.
  • 13. Sreetharan P.M. 1983. Analytical and experimental investigation of flow measurement by long-based weirs in the rectilinear and curvilinear ranges. PhD thesis. The Hatfield Polytechnic, Hatfield, Hertfordshire, England.
  • 14. Tim U.S. 1986. Characteristics of some hydraulics structures used for flow control and measurement in open channels. PhD thesis. Concordia University, Montreal.
  • 15. Zachoval Z., Knéblová M., Roušar L., Rumann J., Šulc J. 2014. Discharge coefficient of a rectangular sharp-edged broad-crested weir. Journal of Hydrology and Hydromechanics, 62(2), 145–149.
  • 16. Zhuk V., Matlai I., Popadiuk I., Vovk L., Rehush V. 2020a. Discharge coefficient of broad-crested weirs as a function of the relative weir height for different weir lengths. Theory and Building Practice, 2(2), 63−68.
  • 17. Zhuk V., Vovk L., Matlai I., Popadiuk I., Mysak I., Fasuliak V. 2020b. Dependency between the total and effective imperviousness for residential quarters of the Lviv city. Journal of Ecological Engineering, 21(5), 56–62.
  • 18. Zhuk V., Vovk L., Matlai I., Popadiuk I. 2021. Maximum daily stormwater runoff flow rates at the inlet of the Lviv WWTP based on the results of systematic hydrologic observations of the catchment. Lecture Notes in Civil Engineering, 100, 514–521.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-36762ee5-be12-4c8c-a57d-ee1c5c2c7445
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