WSPC02066

• File Number: 8283.200
• Description: Colorado River Basin-Colorado River Computer Models-Colorado River Decision Support System
• State: CO
• Basin: Colorado Mainstem
• Water Division: 5
• Date: 1/1/1997
• Author: USBR
• Title: BEC-Div 5 Worksheet and General- Procedures to Administer a Call from Grand Valley Project- Orchard Mesa Check Case Analysis of Irrigation Consumptive Use
• Water Supply Pro - Doc Type: Report/Study

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-----1' - -- - _.19~~ MUNICli'~L AND DOMESTIC DIVERSIONS )_______1 _

DISTRICT NOV -'DEC __~~;~E~T;~:Y<!R~M~~~HIS!ft~C_USE~:~OL 'JUN --- 'JUL !AUG iSEP 'OCT
---. - -36; - 212- 206! .- .- - - - --- ..- - ---- ----28.3--23.2 2' 5
::-- -37] ~ 349~3a'- _j.CONSUMPTIVE USEAMiS-WERE -. --.--- ---0-2 --.--2 -~8
38: ESTIMATED FOR JAN, FEB, AND MAR ----.- - 215.7 480.7 342.8
-.- --!
39,____ - .- WHEN NO CALLS EXISTED IN 199.. ~~-- --26.7 35.5 27.7
45 ------.,0%CUWASUSEDFROMNOVTHRU 105.4 225.1135.4
-- --.- ---
50 239 23.9 IAPR AND 30% CU WAS USED MAY THRU 22.4 28 23

~L_ :~_~62~,__ :-~!"S~-__~~:u-~l-:~L~-:=;~-=__;-- 8:2i:-=- :i 532:

72 I , 129.9 235.1 225.7
TOTAL(AF 169.0 177.2 0.0 0.0 0.0 0.0 0.0 0.0 649.2 1135.6 889.4
AF/OAY 56 5.7 00 0.0 00 0.0 0.0 0.0 20.9 36.6 29.0
~ ~ U M M M M M M 1M lU ~
CU(CFS) 0.3 0.3 0.3 0.3 0.3 0.0 0.0 00 32i 5.6 4."

- ---- _____=~___L___ ------____ . '=-____1____._______._'_.__ _ __ .__u_
199' MUNICIPAL AND DOMESTIC DIVERSIONS AUGMENTED
- ---.--~ -. - BY GRN MTN fiISTORIC.USERPQOL ABOVE SHOSHONE
DISTRiCT NOV -=~_~ JAN rEB:..=:.::rAR-- APR -rAY JU~-- JUL AUG liEP OCT
- ~ 212 208 __._ _ _ 1___ __ 28.3 232, 24.5 22.3
37: 349 38 02 2. 2.8 2.7
- ---'50 ~ - 239 ii'9 -; - - - -i2~4...._n -26--.... 23: 21.4
=-=:...~ =-:- 61 ~ 66~ =--=-~ : -_ :--=-~-:...~_~-== __ 83.11 66. 53~ ~~
52 5 5 5 5 5 5
-53 -. -- 23-- 23 - -- - -- - -- --.1- -- +--- 29 ----~9 ----yg 29
--
TOTAL(AF 169.0 177.2 0.0 00 0.0 0.0 0.0 0.0 168.0 151.2 137.8 115.9
AF/DAY 5.6 5.7 0.0 00 0.0 0.0 0.0 0.0 5.4 4.9 '6 37
CFS 28 2.9 0.0 0.0 0.0 0.0 0.0 0.0 2.7 2.5 2.3 1.9
CU(CFS) 0.3 0.3 0.3 0.3' 0.3 0.0 0.0 00 0.8. 07 071 0.6

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29
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