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WSP05706
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Last modified
1/26/2010 2:19:34 PM
Creation date
10/12/2006 1:12:12 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8272.500
Description
Colorado River Basin Salinity Control - Colo Dept of Public Health - WQCC and WQCD
Basin
Colorado Mainstem
Water Division
5
Date
7/21/1980
Author
Kenneth Rennard
Title
Estimating Erosion and Sediment Yield from Rangeland
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />170 <br /> <br />WATERSHED MANAGEMENT <br /> <br />TABLE 2.--'-CHARACTERISTICS OF STOCK TANKS AT WALNUT GULCH AND OF T1iE <br />CONTRIBUTING WATERSHEDS <br /> <br />Tank Ora; nage Record Soil Measured annual <br />no. area 1 en9th associ at; anI Vegetation sediment <br /> mi2 accumulation <br /> ac-ft/mi2 <br />2012 0.170 1960-70 Ri 11 ito-Karro Brush 0.49 <br />1971-79 Gras s 0.13 <br />207 D.42B i962-77 Rilli,to-Cave- Brush 0.11 <br />Tortugas <br />20B 0.356 1973-77 Hathaway- Grass 0.13 <br />Bernardi no <br /> Cave-Ri 11 ito- <br />212 1.316 1964-77 laveen, and Brush 0.11 <br /> Tortugas <br />213 0.616 1962-79 Graham-House Brush/Grass 0.09 <br />Mounta; n <br />214 0.581 1957-77 HathaWay- Grass 0.37 <br />Bernardi no <br />215 0.136 1966-?7 . Hathaway- Brush 0.70 <br />Nickel <br />216 0.325 1962-77 Hathaway- Grass 0.51 <br />Bernardino <br />223 0.169 1962-77 Rillito- Brush 0.30 <br />laveen <br />1 <br />2 From GeIdennan (1970) root plowed and reseeded in 1971 <br />The tank drainage was <br /> DISCUSSION OF RESULTS <br /> <br />,.': <br />;~ <br /> <br />" <br />.':, <br />"j; <br /> <br />':. <br />'<.' <br /> <br />,_' <br /> <br />:'> <br /> <br />i~ <br />.' <br />.'~ <br /> <br />Tables 3, 4, and 5 sunrnarize the results of the investigation. <br />The values assigned to each of the nine factors used in the PSIAC method <br />(Table 3) were made usin9 some interpolation between the three yield <br />levels defined in the manual. This was consistent both with ~ know- <br />ledge of the watersheds and IllY familiarity with the method (I partici- <br />pated in its development). Several watershed estimates agree with the <br />observed data. <br /> <br />;::r <br /> <br />::.~ <br /> <br />. <br />.:c^ <br /> <br />"j <br /> <br />;~:; <br /> <br />,'.' <br /> <br />2911 <br /> <br />~k <br /> <br />-~.' <br /> <br />, <br /> <br /> <br />. -~'"'~~_~"'~""':"",~-:':, '_,V.~ <br /> <br />ESTIMATING EROSION <br /> <br />171 <br /> <br />TABLE 3.-SUMMARY OF THE VACTOR VALUES USED 10 ESTIMATE SEDIMENT YIELD <br />WITH THE PACIFIC SOUTHWEST INTERAGENCY COMMITTEE METHOD <br /> <br /> Factor valuesl/ Computed annual <br />Tank sediment yield <br />number A B C 0 E F G H Total ac-ft/mi2 <br /> 2 2 1 "5 0 10 10 36 0.28 <br />201 B 5 5 B <br />G 5 5 B I.' 1 0 -10 5 10 25 0.19 <br />207 2 2 B 2 B -8 - 5 10 5 24 0.18 <br />20B 5 3 B 2 I -5 2 5 0 21 0.16 <br />212 3 5 B 1 I 0 0 10 10 3B 0.30 <br />213 2 2 B 2 5 -5 0 5 5 24 0.18 <br />214 5 5 B 2 2 0 2 5 15 44 0.38 <br />215 5 3 B 2 1 -2 0 15 15 47 0.42 <br />216 5 5 8 1 2 0 0 10 5 36 0.28 <br />223 5 2 B 2 0 -5 - 5 10 20 37 0.29 <br />lThe factors are defined on p. 3 of the text. defi ned in the manual <br />2Some interpolation between the three yield levels <br />(9) was used. <br /> <br />TABLE 4.--PREDICTION OF SEDIMENT YIELD FROM WATERSHEDS AT WALNUT GULCH <br />USING HAXMANMETHOD (EQUATION 4) <br /> <br />Tank <br />number <br /> <br />Factor valuesl <br />X2 X3 <br /> <br />Annual sediment yield <br />Y <br />X4 ac-ft/mi2 <br /> <br />X12 <br /> <br />-O.lBO <br />0.049 <br />0.313 <br />0.142 <br />0.375 <br />0.154 <br />0.249 <br />0.341 <br />0.085 <br /> <br />201 0.192 5.3 72 0 <br />207 0.206 6.9 55 0 <br />20B 0.179 8.6 47 0 <br />212 0.206 5.B 41 0 <br />213 0.206 11.0 46 0 <br />214 0.216 B.6 52 0 <br />215 0.216 8.7 44 0 <br />216 0.216 12.0 52 0 <br />223 0.206 9.4 65 0 <br />IFactor values are defined on p. 5 for useo in Eq. 4. . <br />2Average temperature at Tont>stone is 63.1 F. Some adJustment was made <br />based on elevation differences between the !ont.stone weather station <br />and the pond (30F increase per 1000 ft elevat,on decrease). <br /> <br />-,-'~).':~~:~-i:?:.:',:7:~'.;';::i,~'.~:;:\'z;',~,:?~,':'::~~f.::{:'tIj%?:~~;:pwr~~~::,'~:::;;:::,:~'?: '\y(::~~,:'~' <br /> <br />I <br /> <br />.' <br /> <br />.;::',:<.;'"~~'::-"::S:~,~{?: ~T:?' - :N;''':, ;-~~"7"??~~;" <br />
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