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INPUT DATA:
Enter discharge Q (m3/s):
Enter bottom width B (m):
Enter size slope z (z H:1 V):
Enter bottom slope So (m/m):
Enter Manning's n:
Enter flow depth at the downstream boundary yd (m) (a subcritical supernormal flow depth)
[If left blank, program will use critical depth]:
Enter number of computational intervals n (suggested range 50-200) [If left blank, a default value of 100 will be used]:
Enter number of tabular output intervals m (suggested range 10-50) [If left blank, a default value of 10 will be used]:
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