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COMPUTATIONAL FLUID DYNAMICS: DIVERSE APPLICATIONS IN HYDROPOWER PROJECT's DESIGN AND ANALYSIS

TLDR
In this paper, the authors present a 3D modeling program for three proposed hydropower projects in Northern Manitoba, including the Gull Generating Station (680 MW) on the Nelson River, near Gillam, Manitoba, and the Notigi (100 MW) and Wuskwatim (200 MW) generators.
Abstract
Hydropower Dam designers and developers are discovering the capabilities of computational fluid dynamics for a range of applications, from hydraulic design to the analysis of dam break flooding. The design and engineering assessment of hydroelectric facilities involves developing an understanding of the very complex behaviour of moving water. To accomplish this, the engineer must develop a thorough understanding of the complexities of fluid flow phenomena - complexities that are often highly two and three dimensional in nature. In early years, physical model studies would have been the only practical medium available to gain insight into the threedimensional and time-dependent nature of fluid flow. However, physical modelling is typically only undertaken during the final stages of design, and can be costly to execute. With the advancements in computing power made since the 1980's, CFD analysis has emerged as a powerful alternative design tool, and can be used to provide insight into hydraulic design at all levels of study. Manitoba Hydro and Acres International Ltd., both of Winnipeg, Manitoba, Canada, have undertaken an extensive 3-dimensional modelling program as a part of pre-commitment level studies for three proposed hydropower projects in Northern Manitoba. These three projects are the Gull Generating Station (680 MW) on the Nelson River, near Gillam, Manitoba, and the Notigi (100 MW) and Wuskwatim (200 MW) Generating Stations, both on the Burntwood River, near

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Citations
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Assessment of spillway modeling using computational fluid dynamics

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Application of computational fluid dynamics to evaluate hydraulic performance of spillways in australia

TL;DR: In this paper, the authors provide an overview of how this technology was applied to these projects and the validation process to ensure the numerical model is reliable, and various analysis capabilities allowing better understanding of the flow behaviour.
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Orifice Spillway Aerator: Hydraulic Design

TL;DR: In this paper, the performance of an offset aerator with and without a ramp for deep-seated orifice spillway on a physical and numerical model is investigated for varying discharges, heads, and gate openings.
Dissertation

An evaluation of computational fluid dynamics for spillway modeling

TL;DR: In this article, three-dimensional numerical modeling of several different spillway configurations using the CFD software Flow-3D is discussed. And the accuracy for a given model resolution and associated computational time required was also considered.
References
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Volume of fluid (VOF) method for the dynamics of free boundaries

TL;DR: In this paper, the concept of a fractional volume of fluid (VOF) has been used to approximate free boundaries in finite-difference numerical simulations, which is shown to be more flexible and efficient than other methods for treating complicated free boundary configurations.
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