Dolores River Releases - Delores ,CO

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Updated: 2008-04-03 13:28:11

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June 2008
Sun Mon Tue Wed Thu Fri Sat
1
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
2
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
3
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
4
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
5
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
6
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
7
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
8
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
9
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
10
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
11
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
12
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
13
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
14
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
15
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
16
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
17
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
18
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
19
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
20
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
21
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
22
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
23
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
24
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
25
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
26
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
27
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
28
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
29
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs
30
Dolores River Releases

As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end500-2000 cfs

July 2008
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August 2008
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September 2008
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October 2008
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November 2008
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December 2008
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January 2009
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February 2009
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March 2009
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April 2009
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Event Location Date/Time Release
 
Dolores River Releases Delores,CO 06/01/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/02/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/03/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/04/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/05/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/06/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/07/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/08/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/09/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/10/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/11/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/12/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/13/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/14/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/15/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/16/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/17/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/18/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/19/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/20/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/21/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/22/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/23/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/24/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/25/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/26/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/27/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/28/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/29/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
 
06/30/08 500-2000 cfs
As the time approaches where irrigation and municipal demand are equal to or exceed inflow to the Reservoir, the spill will be brought to a close. The goal is to ramp down flows at an average rate of about 100 cfs per day, but the tail end
  (iCal)  
Colorado Stewardship Director

Nathan Fey

1601 Longs Peak Ave.

Longmont, CO 80501

E-mail: nathan@americanwhitewater.org
Phone: 303-859-8601
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