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Analysis of Colorado-Big Thompson Project Operation With Respect to East Slope Diversions and Non-Charge Deliveries
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Analysis of Colorado-Big Thompson Project Operation With Respect to East Slope Diversions and Non-Charge Deliveries
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Last modified
3/11/2013 4:58:00 PM
Creation date
3/6/2013 3:29:32 PM
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Water Supply Protection
Description
For the River Colorado Water Conservancy District
State
CO
Basin
South Platte
Colorado Mainstem
Water Division
1
Date
10/1/2000
Author
Helton & Williamsen, P.C.
Title
Analysis of Colorado-Big Thompson Project Operation with Respect to East Slope Diversions and Non-charge Deliveries
Water Supply Pro - Doc Type
Report/Study
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1 <br />it <br />The storage targets for these runs in thousands of acre -feet are shown in the following <br />tabulation: <br />The storage targets used in Run A were the average end -of -month contents during 1983 -98. <br />The storage targets in Runs B and C were lower in the winter and spring so that Big Thompson <br />River water that became available in April, May, June, and July could be stored. It can be seen <br />that the storage targets in Runs B and C call for filling the two reservoirs at the end of July. The <br />beginning storage values in all runs were the actual reservoir contents at the end of October <br />1982. <br />These simulations assume that at least 200 cfs of water has to be brought through the <br />Adams Tunnel during November through March to avoid potential snow and ice problems on the <br />west slope. The values in column 11 of Table 6 for 1983 -88, 1990, and 1993 -98 were taken as <br />the historical east slope diversions for Run A even though they may be larger than what actually <br />occurred. <br />Table 12 shows the historical monthly and annual average Adams Tunnel diversions and <br />the monthly and annual Adams Tunnel Diversions from the three simulations for water years <br />1983 -98. In Run A, the Adams Tunnel diversions averaged 224,500 acre -feet annually which <br />compares well to the historical average of 225,900 acre -feet annually, especially considering <br />that the historical Adams Tunnel diversions included some Windy Gap water. Other differences <br />between the historical and Run A values in individual years are due to the variation between the <br />actual reservoir contents and the storage targets and the way these variations affected Adams <br />Tunnel diversions. Our incomplete data indicated that the Windy Gap water carried through the <br />Adams Tunnel averaged about 6,000 acre -feet annually during 1987 -98. In Run B, when the <br />diversions of Big Thompson Project water were increased with deliveries of both charge and <br />non - charge water, the Adams Tunnel diversions were reduced to an average of approximately <br />14 <br />- Runs B and C --- <br />Month <br />I Carter <br />Horsetooth <br />Carter <br />Horsetooth t <br />November <br />71.2 <br />96.4 i <br />i......_.._........................_..._........._......................_............................__...................._ <br />49.0 <br />.0 <br />._ ..... . .. ....... ............ .; <br />_........._.... <br />December <br />_.........._ ..........................................._........._...._...!....._.............................._.._......................._........................ <br />82.4 <br />106.3 i <br />57.0 <br />79.0 <br />_ . . . .................. ................ . . . . <br />.....6......9. <br />..... ..... . .......... . ...._ ..... ...........................:..- <br />January <br />_..._...............1111. _.....__......._.......i <br />91.9 <br />...:.............._............._..............---..... <br />....._...._........................... _.._.....__......_...._......_. , <br />117.7 I <br />........_......_......__..,.... <br />64.0 <br />90.0 .................. .... <br />.........................._.............__..........................._........................._.......__......................_........__....__.._...... <br />February <br />100.0 <br />........................_.........................._._..__................_..._..........._.............._.._..._....._.._.............._._.... <br />............................... _111.1. <br />} 127.9 <br />72.0 <br />.................._............ <br />100.0 <br />..._.._........................ <br />-. _._.... . .... ............__..._..........._. <br />March <br />R. _........ _. --........................._.__.............._._.......__..._......__..................._..._............,._.............._._...._..........._._._......_......._......._...............,........_......._........_..................... <br />...1...1 <br />j 105.6 <br />135.7 <br />79.0 <br />111.0 <br />_......._........_._....__ ..............._................._.........;............_......_._..........._...._........._........._... <br />April <br />j 105.6 <br />.__...:......................_. <br />: 136.3 <br />83• <br />_.._......... ........._......_......_......_ ._ ..................... <br />._............. ... _.. .._.11...11...._ ............. -i <br />. May......__......_ .. .............._..._..........._ <br />........ .......101.2_._......._..._...' <br />_.._........._._.._............_......._.......... ..............................' ................._ <br />131.7 <br />_. <br />87.0 <br />............. ..._......._.._........._...... _ ...... <br />123.0 <br />June <br />_... _........._......_.........__._ <br />I 96.9 <br />........._. _._. ..._._._.__..._........__..._._ <br />_.....�............_ -. ........._..._._.......__..._ <br />133.4 <br />100.0 <br />140.0 <br />_.._........._.._.._........_ .... _.._._.......................1 <br />....................._.............._......._._........._........._...... <br />Jul Y <br />.__......_.__......._.... - .. .._............................ <br />79.6 <br />_ ....................................._._._._................._.............. <br />113.5 i <br />i <br />........ _...................._..._;_ ....... <br />112.2 <br />..........__........... _......_ ..... ..... ._......._... ........... <br />156.7 i <br />_..............._............... .._.._..._....._.._ ........ .... <br />__..._ ........................_............__..........._._.......... <br />August <br />.� ._..........__................. ....._._.._.._._._... <br />4............................ <br />_ ........... .................._..._. _..__...._;...._.............__ <br />�...._........................_ 100.2 <br />89.0 � <br />_....._......_...._....__...... ............... <br />124.0 1 <br />_._................._......... ...........__.. ............... , <br />September _.._ ...............:__.__. <br />.................64 <br />59.5 <br />._......................................_._._........_ <br />i <br />65.0 <br />91.0 ; E <br />_..._........_........_.........._..........._............ <br />October <br />1......_........._ ........................._ .... _. ..... _...._. <br />j 61.5 <br />_93.0 <br />.._................ .._......._. _.._.............................................,............._......................................_...................._........................_................_._...._...... <br />91.9 <br />42.0 <br />...................._........., <br />58.0 <br />The storage targets used in Run A were the average end -of -month contents during 1983 -98. <br />The storage targets in Runs B and C were lower in the winter and spring so that Big Thompson <br />River water that became available in April, May, June, and July could be stored. It can be seen <br />that the storage targets in Runs B and C call for filling the two reservoirs at the end of July. The <br />beginning storage values in all runs were the actual reservoir contents at the end of October <br />1982. <br />These simulations assume that at least 200 cfs of water has to be brought through the <br />Adams Tunnel during November through March to avoid potential snow and ice problems on the <br />west slope. The values in column 11 of Table 6 for 1983 -88, 1990, and 1993 -98 were taken as <br />the historical east slope diversions for Run A even though they may be larger than what actually <br />occurred. <br />Table 12 shows the historical monthly and annual average Adams Tunnel diversions and <br />the monthly and annual Adams Tunnel Diversions from the three simulations for water years <br />1983 -98. In Run A, the Adams Tunnel diversions averaged 224,500 acre -feet annually which <br />compares well to the historical average of 225,900 acre -feet annually, especially considering <br />that the historical Adams Tunnel diversions included some Windy Gap water. Other differences <br />between the historical and Run A values in individual years are due to the variation between the <br />actual reservoir contents and the storage targets and the way these variations affected Adams <br />Tunnel diversions. Our incomplete data indicated that the Windy Gap water carried through the <br />Adams Tunnel averaged about 6,000 acre -feet annually during 1987 -98. In Run B, when the <br />diversions of Big Thompson Project water were increased with deliveries of both charge and <br />non - charge water, the Adams Tunnel diversions were reduced to an average of approximately <br />14 <br />
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