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<br />.... <br /> <br /> <br />----~.................- <br /> <br />2000-2004. <br /> <br />Losses and gains for selected subreaches of Picketwire Cana <br /> <br />Table 3. <br /> <br />Remarks <br /> <br />from diversion structures unless otherwise noted] <br /> <br />loss or gain <br />in subreach <br />(percent)! <br />7 <br />13 <br />-0.2 <br /> <br />-3 <br />-2 <br />-9 <br />5 <br />5 <br />3 <br />-8 <br /> <br />loss or gain <br />in subreach <br />(fills)! <br />3.3 <br />6.0 <br />-0.1 <br />-1.2 <br />-0.8 <br />-3.4 <br />2.1 <br />1.6 <br />0.9 <br />-2.4 <br /> <br />Cumulative <br />diversions <br />(fills) <br />41.1 <br />o <br /> <br />.2 <br />3.5 <br />2.3 <br />1.3 <br />4.2 <br />0.4 <br />0.2 <br />0.4 <br /> <br />cubic feet per second; BA, Baca; PW, Picketwire; HG. headgate; inflows and outflows measured upstream <br /> <br />Subreach <br />outflow <br />(fills) <br />2.9 <br /> <br />41.3 <br />40.2 <br />37.9 <br />36.4 <br />38.5 <br />32.2 <br />30.2 <br />29.1 <br />31.1 <br /> <br />Subreach <br />inflow <br />(fills) <br />47.3 <br /> <br />47.3 <br />41.3 <br />40.2 <br />37.9 <br />36.4 <br />38.5 <br />32.2 <br />30.2 <br />29. <br /> <br />Canal <br />subreach <br />(site to site) <br />PWHG to PW26 <br />PWHG to PWO <br />PWOl to BAO 1 <br />BAOl to BAlO <br />BA 10 to PW03 <br />PW03 io PW04 <br />PW04 to PW05 <br />PW05 to PW06 <br />PW06 to PW07 <br />PW07 to PW09 <br /> <br />PRWCD <br />canal name <br /> <br />Picketwire <br /> <br />2,2000 <br /> <br />Date <br /> <br />August <br /> <br />[ft3/s <br /> <br />n <br />III <br />= <br />III <br />:; <br />l/I <br />l/I <br />CD <br />l/I <br />III <br />= <br />Co <br />~ <br />III <br />S' <br />l/I <br /> <br />.. <br />c...l <br /> <br />Gate open at 3-inch Burne (no splitter); however, <br />no measurement made. Flow estimated <br /> <br />In year 2003, the reach was PWHG to PW02 <br />No measurement made at BAO 1 or BA 10. <br /> <br />8 <br />-13 <br /> <br />-8 <br />-6 <br />28 <br />-4 <br />23 <br />9 <br />13 <br />2 <br />5 <br />13 <br /> <br />12 <br />5 <br />4 <br />3 <br />-4 <br />-2 <br />12 <br /> <br />2.5 <br />-3.5 <br />0.4 <br />0.3 <br />-1.8 <br />-1.3 <br />4.4 <br />-0.4 <br />9.4 <br />3.8 <br />4.6 <br />0.5 <br />0.5 <br />2.0 <br /> <br />4.8 <br />2.1 <br />1.7 <br />1.1 <br />-0.9 <br />-0.5 <br />.3 <br /> <br />.2 <br />3.2 <br />0.7 <br />4.8 <br />3.2 <br />5.5 <br />0.4 <br />8.6 <br />29.3 <br />1.4 <br />4.3 <br />16.4 <br />7.2 <br />5.0 <br /> <br />34.4 <br />0.6 <br />4.6 <br />6.3 <br />3.1 <br />12.0 <br />7.8 <br />to the canal. <br /> <br />27.4 <br />27.7 <br />26.6 <br />21.5 <br />20.1 <br />5.9 <br /> <br />1 2.0 <br />- - <br />indicates a loss of flow from the canal. and a negative value indicates a gain of flow <br />made on main canal downstream from diversion <br /> <br />1. <br />2.9 <br />2.1 <br />35.6 <br />26.7 <br />9.8 <br />2.1 <br />9.0 <br /> <br />2.0 <br />38.5 <br />32.2 <br />24.8 <br />22.6 <br /> <br />31. <br />27.4 <br />27.7 <br />26.6 <br />21.5 <br />20.1 <br />15.9 <br /> <br />1. <br />40.8 <br />40.8 <br />35.6 <br />26.7 <br />9.8 <br />16.0 <br /> <br />41.2 <br />41.2 <br />38.5 <br />32.2 <br />24.8 <br />22.6 <br /> <br />PW09 to PW 10 <br />PWIO to PWll <br />PWll to PW13 <br />PW13 to PW16 <br />PW16 to PW18 <br />PW18 to PW20 <br />PW20 to PW21 <br />PW21 to PW26 <br />PWHG to PW272 <br />PWHG to BA0l2 <br />BAOF to PW02 <br />PW02 to PW202 <br />PW202 thru PW272 <br />PWHG to PW02 <br /> <br />PWHG to PW262 <br />PWHG to BA02 <br />BA02 to BAI02 <br />BA <br /> <br />02 to PWIO <br />PWlO to PW13 <br />PWI3 to PW20 <br />PW20 to PW262 <br /> <br />Pickctwire <br /> <br />Picketwire <br /> <br />Picketwire <br /> <br />1 h ')()m <br />.1..""" "'VV.I. <br /> <br />8.2003 <br /> <br />lA positive value <br />'Measurement <br /> <br />0,2004 <br /> <br />M~" <br />i...._J <br /> <br />June <br /> <br />June <br />