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<br />U') <br />':'\j <br />C) <br />'-.] <br /> <br />the, b,ase run. The amount by which the shortage is reduced over that <br />observed for the base run is the benefit or, yield generated by that <br />project configuration" This yield,. is th.e basis for "valuating the <br />effectiveness of various project features and configuratioos., <br /> <br />. .-" <br /> <br />More' than 90 'operation stud'ies ,were performed. A' review oj th.e <br />results of the first few runs guided the focus, of the, subsequent" <br />studies. When project features were tound. to have little implict on <br />the yield of the overall project, they were dropped from" further <br />consideration. Features which produced a substantial increase in <br />yield Were. combined with other: features which also increased yield. <br />This process was continued until the most efficient pt'9ject ,features <br />were ,identified. A summary of the most significant findings is ',pro,- <br />vided below: <br /> <br />1. Lower Kendig and Upper Kendig reservoirs are the most <br />efficient storage sites because, they ,control the greatest, drainage <br />areas while they are above the maJor diversion ,canals_ For both UpP'er, <br />and Lower Kendig each acre-foot of storage would generate about 1 <br />acre-foot of yield (100% efficiency for reservoirs Jess than, about <br />8000 acre'-foottotal). This ratio drops gradually with increasing <br />reservoir size; for a 25,000 acre-foot, reservoir the yield is about <br />0.55 (55% efficiency) acre~feet of yield per acre-foot of storage. <br /> <br />" ~ <br /> <br />2. <br />have a much <br />above it. <br />acre-feet. <br />storage (3% <br />acre-foot) . <br /> <br />Dry Hollow Reservoir is <br />smaller service area and <br />The efficiency is 24%' <br />This drops, sharply to <br />efficiency) for larger <br /> <br />less efficient becaus,e it would <br />there is little natural; drainage <br />for reservoirs' of about 2500 <br />.03 acre-foot yield/acre-foot <br />reservoirs (for example 8000 <br /> <br />3. Haystack reservoir while providing benefits similar to <br />Upper Kendig and Lower Kendig re.servoirs, is, less efficient than <br />either Upper - or Lower Kendig reservoirs because it has a, smaller <br />drainage area. <br /> <br />4. The proposed canals in the West Divide Creek and, Mamm <br />Creek basins would substantially improve project yield. ,The most <br />beneficial improvements are the Porter Ditch enlargement and extension <br />to Mamm Creek and the Hunter Mesa Canal. The Porter Ditch extension <br />would allow water from Lower Kendig Reservoir to reach Hunter Mesa, <br />and the Hunter Mesa Canal would permit delivery of west Divide Creek <br />water to upper Hunter Mesa. The Dry Hollow Canal would allow water <br />stored in Dry Hollow Reservoir to be delivered to the lower half of <br />Hunter Mesa. <br /> <br />" <br />J <br />, <br />, <br />~ <br /> <br />;', <br /> <br />1-10 <br />