Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Hydraulic Modeling Study for Rio Grande Diversion Structure at Albuquerque
Hydraulic model tests of flow properties of diversion structure gates are presented for the proposed diversion structure on the Rio Grande at Albuquerque, New Mexico. The Rio Grande diversion structure is composed of independently controlled adjustable height gates across the channel, a fish passage through the diversion structure, and an intake channel for 3.7 m3/s of maximum river diversion. A 1:24 scale distorted movable bed hydraulic physical model was constructed at the Water Resources Research Laboratory of U.S. Bureau of Reclamation in Denver, Colorado. The hydraulic performances of the diversion structure that were tested include the gates operation over various flow rates, flow transitions and sediment exclusions at the intake channel. Two-dimensional hydrodynamic numerical model was built to simulate the flow properties around the diversion structure. Velocity vector computations around the intake structure and the diversion gate openings are compared with the physical test measurements. The numerical model shows very good agreements with the physical model measurements.
Hydraulic Modeling Study for Rio Grande Diversion Structure at Albuquerque
Hydraulic model tests of flow properties of diversion structure gates are presented for the proposed diversion structure on the Rio Grande at Albuquerque, New Mexico. The Rio Grande diversion structure is composed of independently controlled adjustable height gates across the channel, a fish passage through the diversion structure, and an intake channel for 3.7 m3/s of maximum river diversion. A 1:24 scale distorted movable bed hydraulic physical model was constructed at the Water Resources Research Laboratory of U.S. Bureau of Reclamation in Denver, Colorado. The hydraulic performances of the diversion structure that were tested include the gates operation over various flow rates, flow transitions and sediment exclusions at the intake channel. Two-dimensional hydrodynamic numerical model was built to simulate the flow properties around the diversion structure. Velocity vector computations around the intake structure and the diversion gate openings are compared with the physical test measurements. The numerical model shows very good agreements with the physical model measurements.
Hydraulic Modeling Study for Rio Grande Diversion Structure at Albuquerque
Ho, Jungseok (Autor:in) / Gill, Tom (Autor:in) / Mefford, Brent (Autor:in) / Coonrod, Julie (Autor:in)
World Environmental and Water Resources Congress 2006 ; 2006 ; Omaha, Nebraska, United States
19.05.2006
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Hydraulic Modeling Study for Rio Grande Diversion Structure at Albuquerque
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