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Table 9 (Coat.) <br />Summary o! Burl ace water Monitoring 81tes, <br />9eaeca II Mina, Aoutt County, Colorado <br />Site Nme Drainage and Slavation Type of Plow Measurement and Aemerkel,] <br />(CO~utar ID.) (9ea Bxbibit 7-1) <br />9poile BDriaq q6 Little Graeey Creek Q B c 9 <br />(989PG6) 7440 feat <br />epoila 9prSnq #7 Little Graeey Creek Q = B G 9 <br />(999PG7) 6615 Feat <br />9yo11e 9prinq qe Graeey Creek Q B i 8 <br />(999PGB) 6765 feat <br />9DOile 9Dring p9 Bond Creek Q = B G S <br />(899 PG9) 70]5 feet <br />Spoils 9prinq q10 Little Graeey Creek Q = B 4 9 <br />(999PG10) 7000 feet <br />7 <br />N <br />m <br />1Q = VA means that flow (Q) le calculated by multiDlyinq measured etram velocity IVI tlmae cross sectional arse (Ali <br />Q B i S magna that Q is datermined Dy use of a bucket (B) sad etoywatch (6). <br />]DD to the end of 1983, etrem velocities ware measured using surface Eloata without a velooity correction factor. <br />Beglnninq !n 1984, surface float velocities were taken times 0.6 per Brakenelak and ethers (1979) 'Field Manual <br />Ear Research in Agricul tural Hydrology and euchanm and Sumare' (1966) •9tage Meaeurmanta at Gaging Stations'. <br />91nce Avqust of 19 H6, velocities are measured with an electronic flow meter (Nereh-NCB1rney). <br /> <br />