The design annual rainfall for the catchment of a proposed reservoir has been computed to be 99 cm. The catchment area contributing to the proposed reservoir is 1000 sq.km having a mean annual temperature of 20C. Calculate the annual design catchment yield for the reservoir using Khoslas formula.

A) 89.4 M.m B) 8.94 M.m
C) 894 m D) 894 M.m

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