Table 2: Typical entry flow (pcu/h).

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Rainfall
Period Dry L M H
1 828 521 712 629
2 607 780 712 703
3 852 821 492 657
4 1053 667 501 734
5 1070 676 897 593
6 787 732 619 729
7 796 664 679 813
8 864 734 463 1021
9 1048 842 741 744
10 1202 955 969 693
11 607 928 888 624
12 979 1079 979 864