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<br /> <br /> <br />Ste Name <br />(COSputer ID.) <br /> <br /> <br />rainage and 8levation <br />(bee Exhibit 7-2) Table 9 (Cont.) <br />Summary of Surface Nater Monitoring Sites, <br />Seneca II Nine, poutt County, Colorado <br />Type o! Flow Measurement and °°,yrksl,2 <br /> spoils 8prinq (16 Little Uraaey Creek 0 = B G e <br /> (888FO6) 7440 feet <br /> 8polle 8prinq A7 Little Oraeay Creek Q e B i 8 <br /> (888P07) 6615 feet <br /> epoile 8prinq NB Oraesy Creek p = H L 8 <br /> (888POH) 6765 legit <br /> epoila Hpring M9 Bond Creek Q = B i B <br /> (B88F09) 7025 feet <br /> Spoils Spring N10 Little Oraasy Creek p = B L e <br /> (88BPO10) 7000 feet <br />D 1p = VA means that floe (0) ie calculated Dy multiplying meaeuced stream velocity (V) times cross sectional area (A): <br />1 <br />_ 0 = H G e means that 0 is determined by use of a bucket (B) and stopwatch (B). <br /> <br />2Up to the end of 1983, stream velocities were measured using surface floats without a velocity correction factor. <br />Beginning in 1984, surface float velocities were taken times 0.8 per Brakeneiek and others (1979) "Field Manual <br />for Heaearch in Agricultural Hydrology" and Buchanan and Burners' (1968) "stage Moaaurementa at Oaging Btatione". <br />since August of 1986, velocities are measured with an electronic flow meter (Marsh-MCBirney). <br />• • • <br />