Orestimba Creek Hydrology - Stanislaus County

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PeriodDay-hrTable A3Crow Creek Local FlowCRSUB2Concurrent Centering56Table A4Orestimba Creek Local Flowfrom Subarea 4, ORSUB4Concurrent CenteringFlood FrequencyFlood FrequencyPeriod20% 10% 2.0% 1.0% 0.05% 0.02% 20% 10% 2.0% 1.0% 0.05% 0.02%Day-hrcfs cfs cfs cfs cfs cfsThere are no flows for the first six days.cfs cfs cfs cfs cfs cfsThere are no flows for the first six days.7 - 00 0.0 0.0 0.0 0.0 0.0 0.0 7 - 00 0.0 0.0 0.0 0.0 0.0 0.07 - 01 0.0 0.0 0.0 0.0 0.0 0.0 7 - 01 0.0 0.0 0.0 0.0 0.0 0.07 - 02 0.0 0.0 0.0 0.0 0.0 0.0 7 - 02 0.0 0.0 0.0 0.0 0.0 0.07 - 03 0.0 0.0 0.0 0.0 0.0 0.0 7 - 03 0.0 0.0 0.0 0.0 0.0 0.07 - 04 0.0 0.0 0.0 0.0 0.0 0.0 7 - 04 0.0 0.0 0.0 0.0 0.0 0.07 - 05 0.0 0.0 0.0 0.0 0.0 0.0 7 - 05 0.0 0.0 0.0 0.0 0.0 0.07 - 06 0.0 0.0 0.0 0.0 0.0 0.0 7 - 06 0.0 0.0 0.0 0.0 0.0 0.07 - 07 0.0 0.0 0.0 0.0 0.0 0.0 7 - 07 0.0 0.0 0.0 0.0 0.0 0.07 - 08 0.0 0.0 0.0 0.0 0.0 0.0 7 - 08 0.0 0.0 0.0 0.0 0.0 0.07 - 09 0.0 0.0 0.0 0.0 0.0 0.0 7 - 09 0.0 0.0 0.0 0.0 0.0 0.07 - 10 0.0 0.0 0.0 0.0 0.0 0.0 7 - 10 0.0 0.0 0.0 0.0 0.0 0.07 - 11 0.0 0.0 0.0 0.0 0.0 0.0 7 - 11 0.0 0.0 0.0 0.0 0.0 0.07 - 12 0.0 0.0 0.0 0.0 0.0 0.0 7 - 12 0.0 0.0 0.0 0.0 0.0 0.07 - 13 0.0 0.0 0.0 0.0 0.0 0.0 7 - 13 0.0 0.0 0.0 0.0 0.0 0.07 - 14 0.0 0.0 0.0 0.0 0.0 0.0 7 - 14 0.0 0.0 0.0 0.0 0.0 0.07 - 15 0.0 0.0 0.0 0.0 0.0 0.0 7 - 15 0.0 0.0 0.0 0.0 0.0 0.07 - 16 0.0 0.0 0.0 0.0 0.0 0.0 7 - 16 0.0 0.0 0.0 0.0 0.0 0.07 - 17 0.0 0.0 0.0 0.0 0.0 0.0 7 - 17 0.0 0.0 0.0 0.0 0.0 0.07 - 18 0.0 0.0 0.0 0.0 0.0 0.0 7 - 18 0.0 0.0 0.0 0.0 0.0 0.07 - 19 0.0 0.0 0.0 0.0 0.0 0.0 7 - 19 0.0 0.0 0.0 0.0 0.0 0.07 - 20 0.0 0.0 0.0 0.0 0.0 0.0 7 - 20 0.0 0.0 0.0 0.0 0.0 0.07 - 21 0.0 0.0 0.0 0.0 0.0 0.0 7 - 21 0.0 0.0 0.0 0.0 0.0 0.07 - 22 0.0 0.0 0.0 0.0 0.0 0.0 7 - 22 0.0 0.0 0.0 0.0 0.0 0.07 - 23 0.0 0.0 0.0 0.0 0.0 0.0 7 - 23 0.0 0.0 0.0 0.0 0.0 0.08 - 00 0.2 0.3 0.7 0.8 1.1 1.4 8 - 00 0.9 1.4 2.7 3.3 4.0 5.08 - 01 0.5 0.9 2.0 2.6 1.1 1.4 8 - 01 1.6 2.4 4.8 5.9 7.1 8.88 - 02 0.8 1.3 2.9 3.7 1.1 1.4 8 - 02 4.8 7.4 14.5 17.9 21.7 26.98 - 03 0.8 1.4 3.0 3.9 1.1 1.4 8 - 03 7.0 10.6 20.9 25.8 31.2 38.78 - 04 0.8 1.3 3.0 3.8 1.1 1.4 8 - 04 7.4 11.2 22.2 27.4 33.1 41.18 - 05 0.8 1.3 2.8 3.7 1.1 1.4 8 - 05 7.2 10.9 21.6 26.7 32.3 40.08 - 06 0.7 1.2 2.7 3.4 1.1 1.4 8 - 06 6.8 10.4 20.5 25.4 30.7 38.08 - 07 0.7 1.1 2.5 3.3 1.1 1.4 8 - 07 6.5 9.8 19.4 23.9 29.0 35.98 - 08 0.6 1.1 2.4 3.1 1.1 1.4 8 - 08 6.1 9.3 18.3 22.6 27.4 33.98 - 09 0.6 1.0 2.3 2.9 1.1 1.4 8 - 09 5.8 8.8 17.4 21.4 26.0 32.28 - 10 0.6 1.0 2.2 2.8 1.1 1.4 8 - 10 5.5 8.4 16.5 20.4 24.7 30.68 - 11 0.6 0.9 2.1 2.7 1.1 1.4 8 - 11 5.3 8.0 15.8 19.5 23.6 29.28 - 12 0.5 0.9 2.0 2.6 1.1 1.4 8 - 12 5.0 7.7 15.1 18.7 22.6 28.08 - 13 0.5 0.9 1.9 2.5 1.1 1.4 8 - 13 4.8 7.3 14.5 17.9 21.7 26.98 - 14 0.5 0.8 1.8 2.4 1.1 1.4 8 - 14 4.7 7.1 14.0 17.2 20.9 25.98 - 15 0.5 0.8 1.8 2.3 1.1 1.4 8 - 15 4.5 6.8 13.5 16.6 20.1 24.98 - 16 0.5 0.8 1.7 2.2 1.1 1.4 8 - 16 4.3 6.6 13.0 16.1 19.4 24.18 - 17 0.5 0.8 1.7 2.2 1.1 1.4 8 - 17 4.2 6.4 12.6 15.5 18.8 23.38 - 18 0.4 0.7 1.6 2.1 1.1 1.4 8 - 18 4.1 6.2 12.2 15.1 18.2 22.68 - 19 0.4 0.7 1.6 2.0 1.1 1.4 8 - 19 3.9 6.0 11.8 14.6 17.7 21.98 - 20 0.4 0.7 1.5 2.0 1.1 1.4 8 - 20 3.8 5.8 11.5 14.2 17.2 21.38 - 21 0.4 0.7 1.5 1.9 1.1 1.4 8 - 21 3.7 5.7 11.2 13.8 16.7 20.78 - 22 0.4 0.7 1.5 1.9 1.1 1.4 8 - 22 3.6 5.5 10.9 13.5 16.3 20.28 - 23 0.4 0.6 1.4 1.8 1.1 1.4 8 - 23 3.5 5.4 10.6 13.1 15.9 19.7
PeriodDay-hrTable A3Crow Creek Local FlowCRSUB2Concurrent Centering57Table A4Orestimba Creek Local Flowfrom Subarea 4, ORSUB4Concurrent CenteringFlood FrequencyFlood FrequencyPeriod20% 10% 2.0% 1.0% 0.05% 0.02% 20% 10% 2.0% 1.0% 0.05% 0.02%Day-hrcfs cfs cfs cfs cfs cfscfs cfs cfs cfs cfs cfs9 - 00 0.4 0.6 1.4 1.8 1.1 1.4 9 - 00 3.5 5.2 10.4 12.8 15.5 19.29 - 01 0.4 0.6 1.4 1.8 1.1 1.4 9 - 01 3.4 5.1 10.1 12.5 15.1 18.79 - 02 0.4 0.6 1.3 1.7 1.1 1.4 9 - 02 3.3 5.0 9.9 12.2 14.8 18.39 - 03 0.4 0.6 1.3 1.7 1.1 1.4 9 - 03 3.2 4.9 9.7 11.9 14.4 17.99 - 04 0.3 0.6 1.3 1.6 1.1 1.4 9 - 04 3.2 4.8 9.5 11.7 14.1 17.59 - 05 0.3 0.6 1.2 1.6 1.1 1.4 9 - 05 3.1 4.7 9.3 11.4 13.8 17.19 - 06 0.3 0.6 1.2 1.6 1.1 1.4 9 - 06 3.0 4.6 9.1 11.2 13.6 16.89 - 07 0.3 0.5 1.2 1.6 1.1 1.4 9 - 07 3.0 4.5 8.9 11.0 13.3 16.59 - 08 0.3 0.5 1.2 1.5 1.1 1.4 9 - 08 2.9 4.4 8.7 10.8 13.0 16.19 - 09 0.3 0.5 1.2 1.5 1.1 1.4 9 - 09 2.9 4.3 8.6 10.6 12.8 15.89 - 10 0.3 0.5 1.1 1.5 1.1 1.4 9 - 10 2.8 4.3 8.4 10.4 12.5 15.69 - 11 0.3 0.5 1.1 1.4 1.1 1.4 9 - 11 2.7 4.2 8.2 10.2 12.3 15.39 - 12 0.3 0.5 1.1 1.4 1.1 1.4 9 - 12 2.7 4.1 8.1 10.0 12.1 15.09 - 13 0.3 0.5 1.1 1.4 1.1 1.4 9 - 13 2.7 4.0 8.0 9.8 11.9 14.79 - 14 0.3 0.5 1.1 1.4 1.1 1.4 9 - 14 2.6 4.0 7.8 9.7 11.7 14.59 - 15 0.3 0.5 1.0 1.3 1.1 1.4 9 - 15 2.6 3.9 7.7 9.5 11.5 14.39 - 16 0.3 0.5 1.0 1.3 1.1 1.4 9 - 16 2.5 3.8 7.6 9.4 11.3 14.09 - 17 0.3 0.5 1.0 1.3 1.1 1.4 9 - 17 2.5 3.8 7.5 9.2 11.1 13.89 - 18 0.3 0.5 1.0 1.3 1.1 1.4 9 - 18 2.4 3.7 7.3 9.1 11.0 13.69 - 19 0.3 0.4 1.0 1.3 1.1 1.4 9 - 19 2.4 3.7 7.2 8.9 10.8 13.49 - 20 0.3 0.4 1.0 1.2 1.1 1.4 9 - 20 2.4 3.6 7.1 8.8 10.6 13.29 - 21 0.3 0.4 0.9 1.2 1.1 1.4 9 - 21 2.3 3.6 7.0 8.7 10.5 13.09 - 22 0.3 0.4 0.9 1.2 1.1 1.4 9 - 22 2.3 3.5 6.9 8.5 10.3 12.89 - 23 0.3 0.4 0.9 1.2 1.1 1.4 9 - 23 2.3 3.5 6.8 8.4 10.2 12.610 - 00 0.2 0.4 0.9 1.2 1.1 1.4 10 - 00 2.2 3.4 6.7 8.3 10.0 12.510 - 01 0.2 0.4 0.9 1.2 1.1 1.4 10 - 01 2.2 3.3 6.6 8.1 9.8 12.210 - 02 0.2 0.4 0.9 1.1 1.1 1.4 10 - 02 2.2 3.3 6.5 8.0 9.7 12.010 - 03 0.2 0.4 0.9 1.1 1.1 1.4 10 - 03 2.1 3.2 6.4 7.9 9.6 11.910 - 04 0.2 0.4 0.9 1.1 1.1 1.4 10 - 04 2.1 3.2 6.3 7.8 9.5 11.710 - 05 0.2 0.4 0.8 1.1 1.1 1.4 10 - 05 2.1 3.2 6.3 7.7 9.4 11.610 - 06 0.2 0.4 0.8 1.1 1.1 1.4 10 - 06 2.1 3.1 6.2 7.6 9.2 11.510 - 07 0.2 0.4 0.8 1.1 1.1 1.4 10 - 07 2.0 3.1 6.1 7.5 9.1 11.310 - 08 0.2 0.4 0.8 1.1 1.1 1.4 10 - 08 2.0 3.1 6.0 7.4 9.0 11.210 - 09 0.2 0.4 0.8 1.0 1.1 1.4 10 - 09 2.0 3.0 6.0 7.4 8.9 11.010 - 10 0.2 0.4 0.8 1.0 1.1 1.4 10 - 10 2.0 3.0 5.9 7.3 8.8 10.910 - 11 0.2 0.4 0.8 1.0 1.1 1.4 10 - 11 1.9 2.9 5.8 7.2 8.7 10.810 - 12 0.2 0.4 0.8 1.0 1.1 1.4 10 - 12 1.9 2.9 5.8 7.1 8.6 10.710 - 13 0.2 0.3 0.8 1.0 1.1 1.4 10 - 13 1.9 2.9 5.7 7.0 8.5 10.510 - 14 0.2 0.3 0.8 1.0 1.1 1.4 10 - 14 1.9 2.8 5.6 6.9 8.4 10.410 - 15 0.2 0.3 0.8 1.0 1.1 1.4 10 - 15 1.8 2.8 5.5 6.8 8.3 10.310 - 16 0.2 0.3 0.7 1.0 1.1 1.4 10 - 16 1.8 2.8 5.5 6.8 8.2 10.210 - 17 0.2 0.3 0.7 1.0 1.1 1.4 10 - 17 1.8 2.7 5.4 6.7 8.1 10.010 - 18 0.2 0.3 0.7 0.9 1.1 1.4 10 - 18 1.8 2.7 5.4 6.6 8.0 9.910 - 19 0.2 0.3 0.7 0.9 1.1 1.4 10 - 19 1.8 2.7 5.3 6.5 7.9 9.810 - 20 0.2 0.3 0.7 0.9 1.1 1.4 10 - 20 1.7 2.6 5.2 6.5 7.8 9.710 - 21 0.2 0.3 0.7 0.9 1.1 1.4 10 - 21 1.7 2.6 5.2 6.4 7.7 9.610 - 22 0.2 0.3 0.7 0.9 1.1 1.4 10 - 22 1.7 2.6 5.1 6.3 7.6 9.410 - 23 0.2 0.3 0.7 0.9 1.1 1.4 10 - 23 1.7 2.6 5.0 6.2 7.5 9.311 - 00 0.2 0.3 0.7 0.9 1.1 1.4 11 - 00 1.7 2.5 5.0 6.1 7.4 9.211 - 01 0.2 0.3 0.7 0.9 1.1 1.4 11 - 01 1.6 2.5 4.9 6.1 7.4 9.111 - 02 0.2 0.3 0.7 0.9 1.1 1.4 11 - 02 1.6 2.5 4.9 6.0 7.3 9.0
Page 1:
Orestimba Creek HydrologyA Reevalua
Page 4 and 5:
8. Del Puerto Creek Flood Volume Ma
Page 6 and 7:
Figure 1. General Map4
Page 8 and 9: Photo 2. Orestimba Creek, looking s
Page 10 and 11: The current analysis included an ad
Page 12 and 13: TABLE 2ADel Puerto Creek near Patte
Page 14 and 15: Orestimba Creek near NewmanAccurate
Page 16 and 17: Table 4FFA Results for Orestimba Cr
Page 18 and 19: TABLE 5AOrestimba Creek near Newman
Page 20 and 21: TABLE 5BOrestimba Creek near Newman
Page 22 and 23: TABLE 7Salado Creek at DamsiteFlow
Page 24 and 25: Figure 4. Translation of average na
Page 26 and 27: Figure 5. Subarea Map. Report hydro
Page 28 and 29: Orestimba Creek Flood Volume Durati
Page 30 and 31: Table 9 shows the ratios of Orestim
Page 32 and 33: Orestimba Creek Near Newman, CA(at
Page 34 and 35: Orestimba Creek Subarea 4ORSUB4Main
Page 36 and 37: 6. REFERENCESa. U.S. Army Corps of
Page 38 and 39: 36Chart 1
Page 40 and 41: 38Chart 3
Page 42 and 43: 40 Chart 5
Page 44 and 45: Table A1Orestimba Creek Flood Hydro
Page 60 and 61: PeriodDay-hrTable A3Crow Creek Loca
Page 70 and 71: Table A5Orestimba Creek Local Flowf
Page 82 and 83: PeriodDay-hrTable A7Orestimba Creek
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Orestimba Creek Hydrology - Stanislaus County

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