Abstract
The derivative of the function relating maximum station output to station discharge is discontinuous at certain points. The attendant difficulties in maximizing weighted hydro output were avoided in Part I by using a maximizing procedure based on tabulated values of output and discharge. Here an alternative procedure is presented. Maximum station output is approximated by a concave differential function of discharge. In maximizing weighted hydro output, the derivative plays an essential role and any physically possible discharge is permitted.

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