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Tecate Creek Restoration Flood Hydrograph Summary
Reach No., flood frecuency, without/with channel transmission losses
Peak discharge |
16, 100-yr, without Qp = 779 m3/s |
17, 100-yr, without Qp = 767 m3/s |
16, 100-yr, with Qp = 770 m3/s |
17, 100-yr, with Qp = 753 m3/s |
Adopted design discharge: Qp = 770 m3/s |
16, 50-yr, without Qp = 680 m3/s |
17, 50-yr, without Qp = 689 m3/s |
16, 50-yr, with Qp = 672 m3/s |
17, 50-yr, with Qp = 675 m3/s |
Adopted design discharge: Qp = 675 m3/s |
16, 25-yr, without Qp = 329 m3/s |
17, 25-yr, without Qp = 373 m3/s |
16, 25-yr, with Qp = 322 m3/s |
17, 25-yr, with Qp = 396 m3/s |
Adopted design discharge: Qp = 396 m3/s |
16, 10-yr, without Qp = 214 m3/s |
17, 10-yr, without Qp = 283 m3/s |
16, 10-yr, with Qp = 206 m3/s |
17, 10-yr, with Qp = 268 m3/s |
Adopted design discharge: Qp = 268 m3/s |
16, 5-yr, without Qp = 149 m3/s |
17, 5-yr, without Qp = 206 m3/s |
16, 5-yr, with Qp = 141 m3/s |
17, 5-yr, with Qp = 190 m3/s |
Adopted design discharge: Qp = 190 m3/s |
16, 2-yr, without Qp = 66 m3/s |
17, 2-yr, without Qp = 102 m3/s |
16, 2-yr, with Qp = 58 m3/s |
17, 2-yr, with Qp = 87 m3/s |
Adopted design discharge: Qp = 87 m3/s
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| 04 February 2005 |