Civil and Project

Calculating the Overflow Coefficient of Stepped and Non-Stepped Morning Glory Spillway and Investigating its Behavior Using antiVortex blades

https://doi.org/10.22034/cpj.2022.04.02.1139
Volume 4, Issue 2 - Serial Number 36
May 2022
Pages 51-64
Civil and Project

Document Type : Research Article

Authors

Saeed Radmanesh 1
Amirhossein Bazaee 2
Roozbeh Aghamajidi 3

1 M.Sc., Department of Civil Engineering, Tabnak Non-Profit Institute, Lamerd, Iran

2 Department of Civil Engineering, Islamic Azad University, Firoozabad Branch (Meymand Center), Fars, Iran

3 Assistant Professor, Faculty Of Engineering, Islamic Azad University, Sepidan Unit, Fars, Iran

Abstract
In general, Spillway are divided into two types linear and non-linear, among which, the Morning Glory overflow is a non-linear overflow. In some cases, the hydraulic performance of the overflow is affected by the immersion coefficient and its hydraulic efficiency is reduced and affected by the immersion. Structures such as vortex breakers (separators of flow lines to increase transit efficiency) and to increase overflow efficiency should be used. In this regard, using dimensional analysis by Buckingham method, it was determined that the overflow coefficient of the overflow is a function of variables such as vortex breaker height ratio (Hvb / Rs), vortex breaker thickness ratio (Tvb / Rs), number of vortex breakers (VB) and overflow shape factor ( Sf) is. The experiments of the present study were performed on a square flume with dimensions of 2.5 × 2.5 and a height of 2 m 0.20 1 1.05 /0 1.05 m3. The results showed that the overflow of stepped Morning Glory (12 steps) and vortex breaker with high height and 6-array arrangement has a much better and more suitable performance compared to non-stepped overflow and has increased the permeability coefficient by 23%.

Keywords

Stepped morning Glory spillway
Non-stepped morning glory spillway
Vortex breaker
Spillway coefficient
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