The Effect of Semi-circular Side Weirs on Hydraulic Properties and Discharge Coefficient of Side Weirs

Journal Title: Journal of River Engineering - Year 2014, Vol 2, Issue 5

Abstract

Side weir is one of the most common hydraulic structures, which is used as a deviatory structure in rivers, irrigation and drainage channels and also in urban sewage collection systems.Semi-circular side weir can be an solution for increasing discharge coefficient. In present research the semi-circular side weir has been studied to find the influence of hydraulic and geometry variables on the  value. Furthermore semi-circular side weir has been compared with labyrinth side weir with a beak angle °.105 experimental tests were conducted on the semi-circular and labyrinth side weir. Upstream Froude number and discharge coefficient were calculated. The results showed that semi-circular side weir has higher coefficient value in comparison with rectangular side weir and labyrinth side weir when beak angle is°. An inverse relationship between  Value and  was found. Also increase in dimensionless height of weir ( ⁄ ) was causes the   value enhances. A new equation was developed to calculate  .

Authors and Affiliations

H. Zahedi Khameneh - SR. Khodashenas - K. Esmaili

Keywords

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  • EP ID EP32977
  • DOI -
  • Views 371
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How To Cite

H. Zahedi Khameneh - SR. Khodashenas - K. Esmaili (2014). The Effect of Semi-circular Side Weirs on Hydraulic Properties and Discharge Coefficient of Side Weirs. Journal of River Engineering, 2(5), -. https://europub.co.uk/articles/-A-32977