[1] Canal Design
[1.1] Trapezoidal Section

Input Design Discharge(cms):
Input Mannings'n :
Input Bed Width(m) :
Input Side Slope(z) :
Input Bed Slope :
Input Assume Depth(m):

Design Discharge[Q]in cms.= ;Mannings'n[d]= ;Bed Width[b]in m.= ;Side Slope[z]= ; Bed Slope[s]=
Assume Depth[d]=
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