Report copyright - Floods - University of Asia PacificT 9600 = 10,700m3/s 10088 m3/s.l 9558 m3/s and = [By using Eq. (7.20) to (7.22), = From Tables 7.3 and 7.4, for N = Ž7,yn = 0.5332 andSn = Choosing
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