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 peak discharge Qp (m3/s): Enter peak flow area Ap (m2): Enter peak top width Tp (m):
Enter time interval Δt (hr): Enter reach length Δx (km): Enter rating exponent β :
Enter bottom slope So (m/m): Enter number of inflow hydrograph ordinates n:
Enter inflow hydrograph ordinates Qi (start with Q0, separate each value with a comma; maximum string length is 300 characters).
Qi:
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 05:38:27 am on April 20th, 2018 [ 180420 05:38:27 ].