Table 1. TR-55 peak discharge calculations for Structure No. 1^{1, 2}
Runoff curve number	Time of concentration (min)
Runoff curve number	6	10	15
80	32.35	27.65	24.05
90	39.47	33.73	29.34
100	46.74	39.94	34.75
¹ Drainage area = 110.8 ha; 100-yr 24-hr rainfall = 194 mm, storm Type I. ² Peak discharge in m³/s.

Table 1. TR-55 peak discharge calculations for Structure No. 4^{1, 2}

Runoff curve number Time of concentration (min)
6 10 15

80 25.04 21.40 18.62

90 30.55 26.11 22.71

100 36.18 30.92 26.90

¹ Drainage area = 85.77 ha; 100-yr 24-hr rainfall = 194 mm, storm Type I.
² Peak discharge in m³/s.

Table 1. TR-55 peak discharge calculations for Structure No. 10^{1, 2}

Runoff curve number Time of concentration (min)
6 10 15

80 13.29 11.36 9.88

90 16.22 13.86 12.06

100 19.21 16.41 14.28

¹ Drainage area = 45.53 ha; 100-yr 24-hr rainfall = 194 mm, storm Type I.
² Peak discharge in m³/s.

Table 1. TR-55 peak discharge calculations for Structure No. 11^{1, 2}

Runoff curve number Time of concentration (min)
6 10 15

80 10.38 8.87 7.72

90 12.66 10.82 9.41

100 15.00 12.82 11.15

¹ Drainage area = 35.55 ha; 100-yr 24-hr rainfall = 194 mm, storm Type I.
² Peak discharge in m³/s.