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Parvaneh Nikrou

Publications and source records attributed to Parvaneh Nikrou.

2 recordsLinked to original sources

Numerical Analysis of Cavitation Dynamics on Free Ogee Spillways Using the Volume of Fluid (VOF) Method

Simulating complex hydraulic conditions, particularly two-phase flows over spillway chutes, can be achieved with high accuracy using three-dimensional numerical models. This study investigates the potential for vacuum generation and cavitation phenomena on the Aghchai Dam service spillway through numerical simulations conducted in Flow-3D. The analysis focuses on two specific flow rates, 4400 and 1065 cubic meters per second, as determined by experimental data. The Volume of Fluid (VOF) method is employed to accurately calculate the free surface flow. Simulation results at a discharge rate of 4400 cubic meters per second indicate a high likelihood of cavitation at critical locations, including the ogee curve and the angle transition in the chute channel. These areas require specific mitigation measures to prevent cavitation-induced damage. In contrast, at the lower flow rate of 1065 cubic meters per second, the risk of cavitation is minimal due to reduced flow velocity and the absence of flow separation from the bed. The numerical findings align closely with empirical observations, demonstrating the reliability of the simulation approach in predicting cavitation behavior.

physics.flu-dyn

Seepage Analysis and Control of the Sahand Rockfill Dam Drainage using Instrumental Data

The finite element method is an effective numerical method for accurate analysis of seepage that can determine the values of outlet flow and pore water pressures at any point of the body and the foundation. In the present study, the seepage analysis of Sahand Dam has been performed using finite element method and PLAXIS software and the dam has been validated by instrumental data's. After validation, permeability coefficients have been used to investigate the factors affecting seepage in the normal level of the reservoir such as cutoff wall, upstream concrete cover, clay blanket and the effect of foundation depth. Results show that the implementation of clay blanket with concrete cover of upstream together, causes a significant decrease in discharge of the dam. Finally, by investigating the effective parameters on the dam seepage, a complex optimum model was developed. In the mentioned model, discharge amount was decreased to one over third of the corresponding value of the initial dam model.

math.NA