Input Report
91
Stage [ft]
Area [ac] Area [ft2]
45.50 0.3065 13350
46.00 0.3357 14625
46.50 0.3736 16275
47.00 0.4086 17800
47.50 0.4517 19675
48.00 0.5051 22000
48.50 0.5756 25075
49.00 0.6508 28350
49.50 0.7444 32425
50.00 0.8592 37425
50.50 0.9355 40750
51.00 1.0394 45275
51.50 1.1570 50400
52.00 1.3120 57150
52.50 1.4899 64900
53.00 1.6862 73450
53.50 2.1528 93775
54.00 2.7990 121925
54.50 3.5354 154000
55.00 3.9405 171650
55.50 4.3658 190175
56.00 4.7222 205700
56.50 5.1682 225125
57.00 5.2598 229119
57.50 5.2638 229291
58.00 5.2638 229291
Comment: Initial stage matches overflow weir control elevation to tailwater; Warning Stage set at existing low edge of pavement
Node: 113
Scenario: Existing
Type: Stage/Area
Base Flow: 0.00 cfs
Initial Stage: 44.00 ft
Warning Stage: 49.30 ft
Stage [ft]
Area [ac] Area [ft2]
38.45 0.0006 25
38.50 0.0034 150
39.00 0.0155 675
39.50 0.0339 1475
40.00 0.0522 2275
40.50 0.0729 3175
41.00 0.0901 3925
41.50 0.1004 4375
42.00 0.1182 5150
T:\01440.00\zTBG\drainage\Calcs\ICPR\SR 72
5/16/2023 17:34
Appendix B, Page 172 of 443