Table 1: Comparison of the peak discharge (m3s-1) of historic floods estimated using the slope area method and observed flood levels, with the estimate produced by non-linear flow model
Date of flood
Peak discharge slope area method
Peak discharge: flow model
11/7/1968
52
45
27/9/1974
25
27
30/5/1979
58
54
12/7/1982
78
77
28/6/1917
178
180
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