Hydraulic Engineering of Dams
-10%
portes grátis
Hydraulic Engineering of Dams
Pfister, Michael; Schleiss, Anton J.; Boes, Robert M.; Hager, Willi H.
Taylor & Francis Ltd
11/2020
1080
Dura
Inglês
9780415621533
15 a 20 dias
2521
Descrição não disponível.
1. Introduction. 2. Frontal crest overflow. 3. Spatial crest overflow. 4. Spillway chute. 5. Dissipation structures. 6. Ski jump and plunge pool. 7. River diversion structures. 8. Intakes and outlets. 9. Reservoir sedimentation. 10. Impulse waves in reservoirs. 11. Dam breach.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Free Surface Profile;climate change;Scour Hole;dam;Classical Hydraulic Jump;sustainable development;Weir Crest;sedimentation;Overflow Structure;reservoir;Maximum Scour Depth;renewable energy;Bottom Outlet;irrigation;Approach Flow;infrastructure;Discharge Coefficient;impulse waves;Crest Shape;hydroelectric power generation;LW;hydraulic engineering;Undular Hydraulic Jump;flow;Round Crested Weir;flood retention;Approach Flow Froude Number;dambreak waves;Scour Depth;dam engineering;Turbidity Current;hydraulics;Stilling Basin;overflow;Hydraulic Jump;spillways;Riprap Failure;construction;PKW;water supply;Broad Crested Weir;Diversion Tunnel;Streamline Curvature Effects;Side Channel;Weir Flow
1. Introduction. 2. Frontal crest overflow. 3. Spatial crest overflow. 4. Spillway chute. 5. Dissipation structures. 6. Ski jump and plunge pool. 7. River diversion structures. 8. Intakes and outlets. 9. Reservoir sedimentation. 10. Impulse waves in reservoirs. 11. Dam breach.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Free Surface Profile;climate change;Scour Hole;dam;Classical Hydraulic Jump;sustainable development;Weir Crest;sedimentation;Overflow Structure;reservoir;Maximum Scour Depth;renewable energy;Bottom Outlet;irrigation;Approach Flow;infrastructure;Discharge Coefficient;impulse waves;Crest Shape;hydroelectric power generation;LW;hydraulic engineering;Undular Hydraulic Jump;flow;Round Crested Weir;flood retention;Approach Flow Froude Number;dambreak waves;Scour Depth;dam engineering;Turbidity Current;hydraulics;Stilling Basin;overflow;Hydraulic Jump;spillways;Riprap Failure;construction;PKW;water supply;Broad Crested Weir;Diversion Tunnel;Streamline Curvature Effects;Side Channel;Weir Flow
