[1] Canal Design
[1.2] Circular Section

Input Design Discharge(cms):
Input Mannings'n :
Input Channel Diameter(m) :
Input Bed Slope :
Input Assume Depth(m):

Design Discharge [Q] in cms. = ;Mannings'n [n] = ;Channel Diameter [D] in m. = ; Bed Slope [s] =
Assume Depth [y] in m. =
Iteration = 1 ; Calculated Q(cms)= NAN ; New Depth(m) = NAN
Iteration = 2 ; Calculated Q(cms)= NAN ; New Depth(m) = NAN
Iteration = 3 ; Calculated Q(cms)= NAN ; New Depth(m) = NAN
Iteration = 4 ; Calculated Q(cms)= NAN ; New Depth(m) = NAN
Iteration = 5 ; Calculated Q(cms)= NAN ; New Depth(m) = NAN
Iteration = 6 ; Calculated Q(cms)= NAN ; New Depth(m) = NAN