Association Internationale de Recherches Hydrauliques, XXIII CongrèsNational Research Council Canada, 1989 - Hydraulic engineering |
Contents
ON GENERATION OF DUNES AND ANTIDUNES | 1 |
GÉOMÉTRIE HYDRAULIQUE DES COURS DEAU À LIT ALLUVIAL | 9 |
LONGITUDINAL STRIPES OF ALTERNATE LATERAL SORTING DUE | 17 |
24 other sections not shown
Common terms and phrases
aggradation armor ASCE Aswan Dam bank bed level bed material bed shear stress bed slope bedload bend boundary Brahmaputra braided rivers calculated cellular secondary currents characteristics clay coefficient cohesive sediment computed concentration cross section curve cutoff d'argile density deposited sediment deposition developed diameter DIEGO discharge distribution downstream dunes effect Engineering equation equilibrium eroded erosion experimental Figure flood floodplain flow velocity flume flushing forure hydrograph increase investigation Kamsack laboratory load longitudinal longshore current main channel maximum meandering measured mixed layer parameters particles particules Peoria Lake ratio reach reef region reservoir river bed roughness sand ribbons scour depth secondary flow sediment transport shear stress shown simulation sinuosity soil stream suspended load suspended sediment thalweg transport rate turbulence Type upstream variation vertical vitesse water depth water level water surface wave width Yellow River zone