244 245 1.188 0.004 hours 20 0.004 9-10 10-11 1.302 cal 0 5 22 10 1.237 23 203 213 0.004 20 25 30 15 230 234 7-8 Time Period,. 1.123 24 -11- Cumulative volume at end of period, m3 0.003 258 258 ........._AOF Cumulative Volume, m3 11-M Average daily flow from design above 0.003
1.188 20 1.302 22 1.237 23 7-8 9-10 10-11 0.004 0.004 0.004 203 213 230 234 244 245 0 5 10 15 20 25 30 Time Period,. hours cal 1.123 24 11-M 0.003 258 258 -11- Cumulative volume at end of period, m3 ........._AOF Cumulative Volume, m3 Average daily flow from design above 0.003