Numerical estimation of discharge coefficient for non-circular bottom intake racks

Abstract Current research presents a comprehensive numerical study on the performance of riverbed intake systems equipped with non-circular cross section racks. Three types of bottom racks, such as rhombus bars, rounded-edge rectangle bars, and circular bars, were numerically modeled using Flow3D so...

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Bibliographic Details
Main Authors: Keivan Bina, Shahab Rikhtehgarmashhad, Khosrow Hosseini, Hojat Karami
Format: Article
Language:English
Published: SpringerOpen 2024-04-01
Series:Applied Water Science
Subjects:
Online Access:https://doi.org/10.1007/s13201-024-02164-9