C = c(Δt/Δx) D = qo/(SocΔx)
C0 = (-1+C+D)/(1+C+D) C1 = (1+C-D)/(1+C+D) C2 = (1-C+D)/(1+C+D)
O2 = C0I2 + C1I1 + C2O1
Enter inflow hydrograph ordinates Qi (start with Q0, separate each value with a comma; maximum string length is 300 characters).
ECHO OF INPUT:
Peak discharge Qp = m3/s Peak flow area Ap = m2 Peak top width Tp = m
Time interval Δt = hr Reach length Δx = km Rating exponent β =
Bottom slope = (m/m) Number of inflow hydrograph ordinates n =
OUTPUT:
Courant number C = Cell Reynolds number D =
Your request was processed at 04:00:10 pm on October 15th, 2024 [ 241015 16:00:10 ].