haringvl i e t Estuary Measured Velocities After 156 Time Steps of Computation. 96 Water Levels a t N=13, M=31. 97 N Component of Velocity After 9.2 hr of Real Time. . 98 M Component of Velocity After 9.2 hr of Real Time. . 99 N Component of Velocity After 9.2 hr of Real Time. . Water Levels a t N=13, M=31. M Component of Velocity After 9.2 hr of Real Time. . 1 Component of Velocity After 9.2 hr of Real Time. . M Component of Velocity After 9.2 hr of Real Time. . Water Levels a t N=13, M=31. M Component of Velocity After 9.2 hr of Real Time. . N Component of Velocity After 9.2 h r of Real Time. . Water Levels a t N=13,. M=55. Water Levels a t N=13, M=31. N Component of Velocity After 9.2 hr of Real Time. . M Component of Velocity After 9.2 hr of Real Time. . 111 M Component of Velocity After 9.2 h r of Real Time. . 112 N Component of Velocity After 9.2 hr of Real Time. .
1 c0j 0 critical shear stress for sediment deposition for jth sediment type fraction 'cRj 0 critical shear stress for sediment erosion for jth sediment type fraction v = kinematic viscosity of water ~ = nondimensional bed shear stress used in Equation 3.19 ~D =coefficient used in the DuBoy 1 S formula (Equation 3. 13) w; = wave frequency
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