Orestimba Creek Hydrology - Stanislaus County

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PeriodDay-hrTable A3Crow Creek Local FlowCRSUB2Concurrent Centering60Table 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 cfs15 - 09 1.2 1.9 4.2 5.5 6.9 8.8 15 - 09 3.2 4.9 9.6 11.9 14.4 17.815 - 10 1.1 1.9 4.2 5.4 6.8 8.7 15 - 10 3.2 4.8 9.5 11.7 14.2 17.615 - 11 1.1 1.9 4.1 5.4 6.7 8.6 15 - 11 3.1 4.8 9.4 11.6 14.0 17.415 - 12 1.1 1.9 4.1 5.3 6.6 8.5 15 - 12 3.1 4.7 9.3 11.5 13.9 17.215 - 13 1.1 1.8 4.0 5.2 6.5 8.4 15 - 13 3.1 4.6 9.2 11.3 13.7 17.015 - 14 1.1 1.8 4.0 5.2 6.5 8.3 15 - 14 3.0 4.6 9.1 11.2 13.5 16.815 - 15 1.1 1.8 3.9 5.1 6.4 8.2 15 - 15 3.0 4.5 9.0 11.1 13.4 16.615 - 16 1.1 1.8 3.9 5.0 6.3 8.1 15 - 16 3.0 4.5 8.9 10.9 13.2 16.415 - 17 1.0 1.7 3.8 5.0 6.2 8.0 15 - 17 2.9 4.4 8.8 10.8 13.1 16.215 - 18 1.0 1.7 3.8 4.9 6.2 7.9 15 - 18 2.9 4.4 8.6 10.7 12.9 16.015 - 19 1.0 1.7 3.7 4.9 6.1 7.8 15 - 19 2.8 4.3 8.5 10.5 12.8 15.815 - 20 1.0 1.7 3.7 4.8 6.0 7.7 15 - 20 2.8 4.3 8.4 10.4 12.6 15.615 - 21 1.0 1.7 3.7 4.8 5.9 7.6 15 - 21 2.8 4.2 8.3 10.3 12.5 15.415 - 22 1.0 1.6 3.6 4.7 5.9 7.6 15 - 22 2.7 4.2 8.2 10.2 12.3 15.315 - 23 1.0 1.6 3.6 4.6 5.8 7.5 15 - 23 2.7 4.1 8.1 10.1 12.2 15.116 - 00 1.0 1.6 3.5 4.6 5.7 7.4 16 - 00 2.7 4.1 8.0 9.9 12.0 14.916 - 01 1.0 1.6 3.5 4.5 5.7 7.3 16 - 01 2.6 4.0 7.9 9.8 11.9 14.716 - 02 0.9 1.6 3.4 4.5 5.6 7.2 16 - 02 2.6 4.0 7.9 9.7 11.7 14.516 - 03 0.9 1.5 3.4 4.4 5.5 7.1 16 - 03 2.6 3.9 7.8 9.6 11.6 14.416 - 04 0.9 1.5 3.4 4.4 5.5 7.0 16 - 04 2.6 3.9 7.7 9.5 11.5 14.216 - 05 0.9 1.5 3.3 4.3 5.4 6.9 16 - 05 2.5 3.8 7.6 9.4 11.3 14.016 - 06 0.9 1.5 3.3 4.3 5.3 6.9 16 - 06 2.5 3.8 7.5 9.2 11.2 13.916 - 07 0.9 1.5 3.2 4.2 5.3 6.8 16 - 07 2.5 3.7 7.4 9.1 11.0 13.716 - 08 0.9 1.5 3.2 4.2 5.2 6.7 16 - 08 2.4 3.7 7.3 9.0 10.9 13.516 - 09 0.9 1.4 3.2 4.1 5.1 6.6 16 - 09 2.4 3.7 7.2 8.9 10.8 13.416 - 10 0.9 1.4 3.1 4.1 5.1 6.5 16 - 10 2.4 3.6 7.1 8.8 10.7 13.216 - 11 0.8 1.4 3.1 4.0 5.0 6.5 16 - 11 2.4 3.6 7.1 8.7 10.5 13.116 - 12 0.8 1.4 3.1 4.0 5.0 6.4 16 - 12 2.3 3.5 7.0 8.6 10.4 12.916 - 13 0.8 1.4 3.0 3.9 4.9 6.3 16 - 13 2.3 3.5 6.9 8.5 10.3 12.716 - 14 0.8 1.4 3.0 3.9 4.8 6.2 16 - 14 2.3 3.4 6.8 8.4 10.2 12.616 - 15 0.8 1.3 2.9 3.8 4.8 6.2 16 - 15 2.2 3.4 6.7 8.3 10.0 12.416 - 16 0.8 1.3 2.9 3.8 4.7 6.1 16 - 16 2.2 3.4 6.6 8.2 9.9 12.316 - 17 0.8 1.3 2.9 3.7 4.7 6.0 16 - 17 2.2 3.3 6.6 8.1 9.8 12.116 - 18 0.8 1.3 2.8 3.7 4.6 5.9 16 - 18 2.2 3.3 6.5 8.0 9.7 12.016 - 19 0.8 1.3 2.8 3.7 4.6 5.9 16 - 19 2.1 3.2 6.4 7.9 9.6 11.916 - 20 0.8 1.3 2.8 3.6 4.5 5.8 16 - 20 2.1 3.2 6.3 7.8 9.5 11.716 - 21 0.7 1.2 2.7 3.6 4.5 5.7 16 - 21 2.1 3.2 6.3 7.7 9.3 11.616 - 22 0.7 1.2 2.7 3.5 4.4 5.7 16 - 22 2.1 3.1 6.2 7.6 9.2 11.416 - 23 0.7 1.2 2.7 3.5 4.3 5.6 16 - 23 2.0 3.1 6.1 7.5 9.1 11.317 - 00 0.7 1.2 2.6 3.4 4.3 5.5 17 - 00 2.0 3.1 6.0 7.5 9.0 11.217 - 01 0.7 1.2 2.6 3.4 4.2 5.5 17 - 01 2.0 3.0 6.0 7.4 8.9 11.017 - 02 0.7 1.2 2.6 3.4 4.2 5.4 17 - 02 2.0 3.0 5.9 7.3 8.8 10.917 - 03 0.7 1.2 2.6 3.3 4.1 5.3 17 - 03 1.9 2.9 5.8 7.2 8.7 10.817 - 04 0.7 1.1 2.5 3.3 4.1 5.3 17 - 04 1.9 2.9 5.8 7.1 8.6 10.717 - 05 0.7 1.1 2.5 3.2 4.0 5.2 17 - 05 1.9 2.9 5.7 7.0 8.5 10.517 - 06 0.7 1.1 2.5 3.2 4.0 5.1 17 - 06 1.9 2.8 5.6 6.9 8.4 10.417 - 07 0.7 1.1 2.4 3.2 4.0 5.1 17 - 07 1.8 2.8 5.5 6.8 8.3 10.317 - 08 0.7 1.1 2.4 3.1 3.9 5.0 17 - 08 1.8 2.8 5.5 6.8 8.2 10.217 - 09 0.6 1.1 2.4 3.1 3.9 5.0 17 - 09 1.8 2.7 5.4 6.7 8.1 10.017 - 10 0.6 1.1 2.3 3.0 3.8 4.9 17 - 10 1.8 2.7 5.4 6.6 8.0 9.917 - 11 0.6 1.1 2.3 3.0 3.8 4.9 17 - 11 1.8 2.7 5.3 6.5 7.9 9.8
PeriodDay-hrTable A3Crow Creek Local FlowCRSUB2Concurrent Centering61Table 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 cfs17 - 12 0.6 1.0 2.3 3.0 3.7 4.8 17 - 12 1.7 2.6 5.2 6.5 7.8 9.717 - 13 0.6 1.0 2.3 2.9 3.7 4.7 17 - 13 1.7 2.6 5.2 6.4 7.7 9.617 - 14 0.6 1.0 2.2 2.9 3.6 4.7 17 - 14 1.7 2.6 5.1 6.3 7.6 9.417 - 15 0.6 1.0 2.2 2.9 3.6 4.6 17 - 15 1.7 2.6 5.0 6.2 7.5 9.317 - 16 0.6 1.0 2.2 2.8 3.5 4.6 17 - 16 1.7 2.5 5.0 6.1 7.4 9.217 - 17 0.6 1.0 2.2 2.8 3.5 4.5 17 - 17 1.6 2.5 4.9 6.1 7.4 9.117 - 18 0.6 1.0 2.1 2.8 3.5 4.5 17 - 18 1.6 2.5 4.9 6.0 7.3 9.017 - 19 0.6 1.0 2.1 2.7 3.4 4.4 17 - 19 1.6 2.4 4.8 5.9 7.2 8.917 - 20 0.6 0.9 2.1 2.7 3.4 4.4 17 - 20 1.6 2.4 4.7 5.9 7.1 8.817 - 21 0.6 0.9 2.1 2.7 3.3 4.3 17 - 21 1.6 2.4 4.7 5.8 7.0 8.717 - 22 0.6 0.9 2.0 2.6 3.3 4.3 17 - 22 1.5 2.3 4.6 5.7 6.9 8.617 - 23 0.8 1.4 3.1 4.0 5.0 6.4 17 - 23 2.7 4.1 8.1 10.0 12.1 15.018 - 00 1.7 2.8 6.2 8.0 10.0 12.9 18 - 00 5.4 8.2 16.2 20.0 24.2 30.018 - 01 3.1 5.2 11.5 14.9 18.6 24.0 18 - 01 9.5 14.5 28.6 35.3 42.7 52.918 - 02 9.5 15.9 35.0 45.4 56.8 73.1 18 - 02 29.0 44.1 87.0 107.4 130.0 161.218 - 03 13.7 22.8 50.3 65.3 81.6 105.1 18 - 03 41.7 63.3 125.1 154.4 186.8 231.618 - 04 14.5 24.2 53.3 69.3 86.6 111.5 18 - 04 44.2 67.2 132.7 163.9 198.3 245.818 - 05 14.2 23.6 52.0 67.5 84.4 108.7 18 - 05 43.1 65.5 129.4 159.8 193.3 239.718 - 06 13.5 22.5 49.4 64.2 80.2 103.3 18 - 06 41.0 62.2 123.0 151.8 183.7 227.718 - 07 12.7 21.2 46.7 60.6 75.8 97.6 18 - 07 38.7 58.8 116.1 143.4 173.5 215.118 - 08 12.0 20.0 44.1 57.3 71.6 92.2 18 - 08 36.6 55.6 109.8 135.5 164.0 203.318 - 09 11.4 19.0 41.8 54.3 67.9 87.4 18 - 09 34.7 52.7 104.0 128.4 155.4 192.718 - 10 10.8 18.1 39.8 51.7 64.6 83.2 18 - 10 33.0 50.1 99.0 122.2 147.9 183.318 - 11 10.4 17.3 38.0 49.3 61.7 79.4 18 - 11 31.5 47.8 94.5 116.7 141.2 175.018 - 12 9.9 16.5 36.4 47.2 59.1 76.1 18 - 12 30.2 45.8 90.5 111.8 135.2 167.618 - 13 9.5 15.9 34.9 45.4 56.7 73.0 18 - 13 29.0 44.0 86.9 107.3 129.8 161.018 - 14 9.2 15.3 33.6 43.7 54.6 70.3 18 - 14 27.9 42.3 83.6 103.3 124.9 154.918 - 15 8.8 14.7 32.4 42.1 52.6 67.8 18 - 15 26.9 40.8 80.7 99.6 120.5 149.418 - 16 8.5 14.2 31.3 40.7 50.8 65.5 18 - 16 26.0 39.4 77.9 96.2 116.4 144.318 - 17 8.3 13.8 30.3 39.4 49.2 63.4 18 - 17 25.1 38.2 75.4 93.1 112.7 139.718 - 18 8.0 13.3 29.4 38.1 47.7 61.4 18 - 18 24.4 37.0 73.1 90.2 109.2 135.418 - 19 7.8 13.0 28.5 37.0 46.3 59.6 18 - 19 23.6 35.9 70.9 87.6 106.0 131.418 - 20 7.6 12.6 27.7 36.0 45.0 57.9 18 - 20 23.0 34.9 68.9 85.1 103.0 127.618 - 21 7.3 12.2 26.9 35.0 43.7 56.3 18 - 21 22.3 33.9 67.0 82.8 100.2 124.218 - 22 7.2 11.9 26.2 34.1 42.6 54.9 18 - 22 21.8 33.0 65.3 80.6 97.5 120.918 - 23 7.0 11.6 25.6 33.2 41.5 53.5 18 - 23 21.2 32.2 63.6 78.6 95.0 117.819 - 00 6.8 11.3 24.9 32.4 40.5 52.1 19 - 00 20.7 31.4 62.1 76.6 92.7 114.919 - 01 6.6 11.1 24.4 31.6 39.5 50.9 19 - 01 20.2 30.7 60.6 74.8 90.5 112.219 - 02 6.5 10.8 23.8 30.9 38.6 49.7 19 - 02 19.7 30.0 59.2 73.1 88.5 109.719 - 03 6.3 10.6 23.3 30.2 37.8 48.6 19 - 03 19.3 29.3 57.9 71.5 86.5 107.219 - 04 6.2 10.3 22.8 29.6 37.0 47.6 19 - 04 18.9 28.7 56.6 69.9 84.6 104.919 - 05 6.1 10.1 22.3 28.9 36.2 46.6 19 - 05 18.5 28.1 55.5 68.5 82.8 102.719 - 06 6.0 9.9 21.8 28.4 35.4 45.6 19 - 06 18.1 27.5 54.3 67.1 81.1 100.619 - 07 5.8 9.7 21.4 27.8 34.7 44.7 19 - 07 17.7 26.9 53.2 65.7 79.5 98.619 - 08 5.7 9.5 21.0 27.3 34.1 43.9 19 - 08 17.4 26.4 52.2 64.5 78.0 96.719 - 09 5.6 9.4 20.6 26.7 33.4 43.0 19 - 09 17.1 25.9 51.2 63.2 76.5 94.919 - 10 5.5 9.2 20.2 26.2 32.8 42.2 19 - 10 16.8 25.5 50.3 62.1 75.1 93.119 - 11 5.4 9.0 19.8 25.8 32.2 41.5 19 - 11 16.5 25.0 49.4 61.0 73.8 91.419 - 12 5.3 8.9 19.5 25.3 31.6 40.7 19 - 12 16.2 24.6 48.5 59.9 72.5 89.819 - 13 5.2 8.7 19.2 24.9 31.1 40.1 19 - 13 15.9 24.1 47.7 58.9 71.2 88.319 - 14 5.1 8.6 18.8 24.5 30.6 39.4 19 - 14 15.6 23.7 46.9 57.9 70.0 86.8
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 58 and 59: 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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