Investigation of hydraulic parameters and cavitation in Kheir Abad flood release structure

Author:

Mohammadpour Zalaki Sajjad1,Fathian Hosein2,Zalaghi Ebrahim3,Hormozi Farhad Kalantar4

Affiliation:

1. Azad University of Ahvaz, Khuzestan, Iran.

2. Department of Agricultural and Environmental Engineering, University of Ahvaz, Khuzestan, Iran.

3. Khuzestan Water and Power Authority, Iran.

4. Azad University of Shushtar, Khuzestan, Iran.

Abstract

The simulation of flow behaviors before the construction of spillways using physical model and simulating packages is a crucial task. This paper investigates the flow behaviors in Kheir Abad flood release structure on Ab Shirin River, Iran by using Flow3D software and the results were compared with those of the physical model. First, by setting up a virtual model of spillway, the software performance was verified and calibrated. Then, by entering different flow discharge values, the two-dimensional flow hydraulics through the spillway was simulated by the software and flow depths, velocities and pressure were obtained for different flow discharges along the spillway. The cavitation was calculated based on the hydraulic parameters. The results show that Flow3D software is capable of simulating two-dimensional hydraulic flow over spillways. The results also indicate that the Kheir Abad flood release structure performs well during flood events considering cavitation.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference8 articles.

1. TWO-DIMENSIONAL FREE SURFACE FLOW OVER A SPILLWAY—A NUMERICAL MODEL CASE STUDY

2. Volume of Fluid Model for Turbulence Numerical Simulation of Stepped Spillway Overflow

3. Esmaeily, K. 2010. Laboratory and Numerical Modeling of Flow in Cylindrical Spillways. Soil and Hydraulic Journal–Agriculture Science and Industry, Ferdousi University, Mashad.

4. Ferrari, A. 2009. SPH Simulation of Free Surface Flow Over a Sharp Crested Weir. Department of Civil and Environmental Engineering, University of Trento, Via Mesiano 77, I 38100 Trento, Italy.

5. Physical and Numerical Comparison of Flow over Ogee Spillway in the Presence of Tailwater

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