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<br />-- <br /> <br />fall of releases from Pueblo Reservoir <br /> <br />I~ <br />J <br /> <br />3, <br />42 to 63 <br /> <br />Subreach 4, <br />river miles 63 to 94 <br /> <br />Subreach 5, <br />river miles 94 to 121 <br /> <br />Subreach 6, <br />river miles 121 to 142 <br /> <br />Hours per Hours Hours per Hours Hours per Hours Hours per <br />mile mile mi Ie mile <br /> 60 2.22 80 3.81 <br /> 56 2.07 75 3.57 <br /> 85 2.74 50 1.85 66 3.14 <br /> 72 2.32 45 1.67 56 2.67 <br />1.33 60 1.94 35 1.30 45 2.14 <br />1.05, 51 1.65 28 1.04 40 1.90 <br />.90 41 1.32 22 .81 32 1.52 <br />.76 33 1.06 17 .63 26 1.24 <br />.62 24 .77 13 .48 20 .95 <br />.48 19 .61 10 .37 16 .76 <br />.38 16 .52 8 .30 13 .62 <br />.33 14 .45 6 .22 11 .52 <br />.29 12 .39 5 .19 9 .43 <br />.24 10 .32 4 .15 8 .38 <br />.24 9 .29 4 .15 7 .33 <br />.19 8 .26 3 .11 6 .29 <br />.19 8 .26 3 .11 5 .24 <br />.14 7 .23 <br />.14 7 .23 <br />.14 <br />OF THE USE OF THIS TABLE: <br /> Solution <br /> <br />I <br />" <br /> <br />" <br /> <br />The Catlin Canal headgate is at river mile 61.0 (table 1). Traveltime to the <br />Catlin Canal headgate is 28.5 hours after the time of release from Pueblo <br />Reservoir (table 6). Because the transit loss is 6.8 percent (table 5), <br />the final diversion rate will be 186.4 ft3/s (200 ft3/s x 93.2 percent). <br />Times of rise or fall in subreaches 1 and 2 are shown directly in the above <br />table as 11 hours in sub reach 1 and 7 hours in subreach 2. Time of rise or <br />fall in subreach 3 is about 9 hours (10 miles x 0.48 hour per mile) for the <br />19 mi les (61 mi les - 42 mi les) in subreach 3. The total time of rise or <br />fall at Catlin Canal is, therefore, 27 hours(11 hours + 7 hours + 9 hours). <br />To allow for at least three steps, the steps could be made at intervals of <br />9 hours (27 hours. 3) and each step could be made in increments of 62.1 <br />ft3/s (186.4 ft3/s f 3). The resulting diversion schedule is shown on fig- <br />ure 8. <br /> <br />27 <br /> <br />,i <br /> <br />.~ <br /> <br />" <br />