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This thesis examines the hydraulic characteristics of Tyrolean weirs, which are commonly used intake structures on mountain rivers. A physical model of a Tyrolean weir was constructed in a laboratory. Experiments were conducted using steel racks with different bar openings and slopes, and perforated screens with different circular openings and slopes. Dimensional analysis was applied to define dimensionless terms for the water capture efficiency and discharge coefficient. Graphs of these terms versus releva

Author

Rex Imperial

Language

EN