My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP11390
CWCB
>
Water Supply Protection
>
Backfile
>
11000-11999
>
WSP11390
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/29/2009 7:21:51 AM
Creation date
10/12/2006 4:56:44 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8040.970
Description
Basin Outlook Reports
State
CO
Date
1/1/2000
Author
USDOA
Title
Colorado Basin Outlook Report
Water Supply Pro - Doc Type
Publication
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
60
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />================================:================================================================================================= <br /> <br />GUNNISON RIVER BASIN <br />Streamflow Forecasts - February 1, 2000 <br /> <br />Forecast Point <br /> <br />=============--===-==================================================================~============================================ <br /> <br />Forecast <br />penad <br /> <br /><<====== Drler ====== Future Conditlons <br /> <br />90' <br />11000AF) <br /> <br />70' <br />(lOOOAF) <br /> <br />=-====-===-======-==========-=-=======--=-======-=================== <br /> <br />59 <br />96 <br /> <br />Taylor Rlver blw Taylor Park Resv <br /> <br />APR-JUL <br /> <br />East River at Almont <br /> <br />APR-JUL <br /> <br />Gunnison River nr Gunnison <br /> <br />APR-JUL <br /> <br />Tomlchl Creek at Gunnison <br /> <br />APR-JUL <br /> <br />Lake Fork at Gateview <br /> <br />APR-JUL <br /> <br />Blue Mesa Res~rvoir Inflow <br /> <br />APR-JUL <br /> <br />Paonia Reservoir Inflow <br /> <br />APR-JUL <br /> <br />N.F. Gunnison River nr Somerset <br /> <br />APR-JUL <br /> <br />Surface Creek nr Cedaredge <br /> <br />APR-JUL <br /> <br />Ridgway Reservoir Inflow <br /> <br />APR-JUL <br /> <br />Uncompahgre River at Colona <br /> <br />APR-JUL <br /> <br />Gunnison River nr Grand Junctlon <br /> <br />APR-JUL <br /> <br />--------------------------------------------- ----------------------------------------------------------------------------------- <br />---------------------------------------- ----------------------------------------------------------------------------------------- <br /> <br />17.4 <br /> <br />49 <br />196 <br />18.0 <br /> <br />48 <br /> <br />75 <br /> <br />135 <br /> <br />75 <br /> <br />5,2 <br /> <br />24 <br /> <br />J9 <br /> <br />376 <br /> <br />GUNNISON RIVER BASIN <br />Reservoir Storage (1000 AF) - End of January <br /> <br />187 <br /> <br />27 <br />" <br />328 <br />26 <br />117 <br /> <br />6,7 <br /> <br />" <br /> <br />56 <br />529 <br /> <br />Wetter =====>> <br /> <br />Chance Of Exceeding <br />50% (Host Probable) <br />(lOOOAl") (~AVG.) <br /> <br />30' <br />(lOOOAF) <br /> <br />85 <br /> <br />10' <br />(lOOOAF) <br /> <br />102 <br /> <br />165 <br />345 <br />84 <br />111 <br /> <br />706 <br /> <br />116 <br />274 <br />12.3 <br />96 <br /> <br />110 <br /> <br />1419 <br /> <br />30-'{r Avg. <br />(lOOOAF) <br /> <br />99 <br /> <br />183 <br /> <br />375 <br /> <br />77 <br /> <br />123 <br />699 <br /> <br />104 <br /> <br />288 <br /> <br />16.0 <br /> <br />" <br />126 <br />1448 <br /> <br />GUNNISON RIVER BASIN <br />Watershed Snowpack Analysis February 1, 2000 <br /> <br />Watershed <br /> <br />Nwnber <br />of <br />Data Sites <br /> <br />75 <br /> <br />76 <br /> <br />92 <br />144 <br />293 <br />56 <br />102 <br />572 <br />70 <br /> <br />Reservoir <br /> <br />Usable I <br />Capacity <br /> <br />------------------------------------------------------------------ --------------------------------------------------------------- <br />-------------------------------------------------------------------------------- - ----------------------------------------------- <br /> <br />Average <br /> <br />... Usable Storage <br />This Last <br />Year '{ear Avg <br /> <br />120 <br />240 <br />40 <br />80 <br />450 <br /> <br />66 <br />64 <br />52 <br />65 <br />64 <br />4J <br />52 <br />50 <br />51 <br />56 <br />54 <br /> <br />1021 <br /> <br />Last Yr <br /> <br />ThlS Year as % of <br /> <br />----------------------------------------- ------------------------------ --------------------------------------------------------- <br />-------------------------------- --------------------------------------- --------------------------------------------------------- <br /> <br />BLUE MESA <br /> <br />830.0 <br />14, <br /> <br />4,3 <br />9,2 <br />121.0 <br />18.0 <br /> <br />CRAWFORD <br /> <br />FRUITGROWERS <br /> <br />FRUITLAND <br /> <br />MORROW POINT <br /> <br />PAONI/>. <br /> <br />RIDGWAY <br /> <br />8J " <br /> <br />TAYLOR PARK <br /> <br />106.0 <br /> <br />================================================================================================================================== <br /> <br />570.0 <br /> <br />6,4 <br />2,8 <br />0,5 <br />11] .0 <br />5,3 <br /> <br />68, <br /> <br />74.6 <br /> <br />566.2 <br /> <br />7,5 <br /> <br />4,4 <br />1.2 <br />110.] <br />2,5 <br />65.0 <br />62.2 <br /> <br />429.8 <br />8, <br />3,2 <br />2,2 <br /> <br />106.7 <br /> <br />4, <br />68.7 <br />64.0 <br /> <br />45 <br /> <br />150 <br />8,0 <br /> <br />187 <br /> <br />9,5 <br />69 <br /> <br />14 <br /> <br />67 <br /> <br />56 <br />53 <br />76 <br />51 <br /> <br />60 <br /> <br />70 <br />775 <br /> <br />UPPER GUNNISON BASIN <br /> <br />SURFACE CREEK BASIN <br /> <br />UNCOMPAHGRE BASIN <br /> <br />TOTAL GUNNISON RIVER BASI 18 <br /> <br />62 <br /> <br />87 <br /> <br />72 <br /> <br />. 90%, 70%, ]0%, and 10% chances of exceeding are the probabilities that the actual volume will exceed the volumes in the table. <br /> <br />The average is computed for the 1961-1990 base period. <br /> <br />(I) The values lIsted under the 10% and 90% Chance of Exceeding are actually 5% and 95% exceedance levels. <br />(2) The value IS natural volume actual volume may be affected by upstream water management. <br />
The URL can be used to link to this page
Your browser does not support the video tag.