Laserfiche WebLink
<br />Hydrology. . <br /> <br />e <br /> <br />TABLE 2-3 <br /> <br />Computation of Mean Annual Sediment Load Using Flow Duration Relationship <br /> (1) (2) (3) 0(4) <br />_'01 Water -.., 1_..... <br /> TIm. D1ech_ Diech_ SecIIm.., Volume <br />Ex_ (cia) (Tonlldey) (Toneieley) <br />0 23000 119000 92.5 <br />0.1 17000 66000 554.4 <br />1.5 7500 13200 <br /> 301.4 <br />5 4090 4020 <br /> 277.5 <br />15 2500 1530 <br /> 117.5 <br />25 1820 820 138.8 <br />50 1070 290 44.6 <br />75 510 67 6.7 <br />95 6 .01 <br />100 0 0 <br /> Tolal1533.4 <br /> <br />Average Annual Sediment Load = 1533.4 x 365 = 559.691 Thns/year. <br /> <br />2.4.4 References. <br /> <br />Recommended references for developing dischllll!e frequency relationships are listed as <br />follows: <br /> <br />U.S. Department of the Interior, "Guidelines for Detennining Flood Flow Frequency," <br />Bulletin 1117B. Interagency Advisory Committee on Water Data, Geological SlU'Vey, <br />Reston, Virginia, March 1992. <br /> <br />U.S. Anny Cmps of Engineers, "Hydrologic Engineering Methods for Water Resources <br />Development," Volume 3 - Hydrologic Frequency Analysis, Hydrologic Engineering <br />Center, Davis, California, April 1975. <br /> <br />U.S. Anny Corps of Engineers, "Adoption of Flood Flow Frequency Estimates at <br />Ungaged Locations," Training Document No. 11. Hydrologic Engineering Center, <br />Davis, California. February 1980. <br /> <br />Selected references for developing lIow-duration relationships are listed as follows: <br /> <br />Chow, Ven Te, "Handbook of Applied Hydrology:' McGraw Hill Book Company. New <br />York, 1964. <br /> <br />e <br /> <br />Colorado ErosIOn COntrol Manual <br /> <br />13 <br />