My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP10461
CWCB
>
Water Supply Protection
>
Backfile
>
10001-10999
>
WSP10461
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 3:13:02 PM
Creation date
10/12/2006 4:20:37 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8111.808
Description
Arkansas River Compact Administration - Transit Loss
Basin
Arkansas
Date
1/1/1978
Author
USGS
Title
Transit Losses and Traveltimes of Reservoir Releases Along the Arkansas River from Pueblo Reservoir to John Martin Reservoir. Southeastern Colorado
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.
/
36
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 /> i; <br />. I <br />(100 cubic feet per second for 10 days) from PuebZoReservoir <br />3, Subreach 4, Subreach 5, Subreach 6, <br />42 to 63 river miles 63 to 94 river miles 94 to 121 river mi les 121 to 142 <br />Percent Percent Percent Percent Percent Percent Percent <br />per mi le per mi le per mile per mile <br />/ 13.0 0.481 9.5 0.452 <br /> 10.4 .385 8.0 .381 <br /> 11.5 0.371 8.2 .304 6.3 .300 <br /> 9.6 .310 7.0 .259 5.5 .262 <br />0.286 8.1 .261 6.2 .230 5.0 .238 <br />.233 7.2 .232 5.3 .196 4.3 .205 <br />.200 6.1 .197 4.1 .152 3.4 .167 <br />.176 5.4 .174 3.5 .130 2.9 .138 <br />.143 4.4 .142 3.0 .111 2.5 .119 <br />.124 3.8 .123 2.7 .100 2.3 .110 <br />.114 3.4 .110 2.5 .093 2.1 .100 <br />.105 3.1 .100 2.3 .085 1.9 .090 <br />.090 2.8 .090 2.1 .078 1.7 .081 <br />.081 2.5 .081 2.0 .074 1.6 .076 <br />.076 2.4 .077 1.9 .070 1.5 .071 <br />.067 2.0 .065 1.7 .063 1.4 .067 <br />.062 1.7 .055 1.5 .056 1.3 .062 <br />.053 1.5 .048 <br />.048 1.4 .045 <br />.043 <br />OF THE USE OF THIS TABLE: <br /> Solution' <br /> <br /> <br /> <br />The Catl in Canal headgate is at river mi le 61.0 (table 1). Transit losses in <br />subreaches 1 and 2 are shown, directly in the above table as 3.7 percent for <br />subreach 1 and 2.3 percent for subreach 2. Transit loss in subreach 3 is <br />2.4 percent (19 milesxO.124 percent per mile) for the 19 miles (61 miles - <br />42 miles) in subreach 3. The total transit loss for a base release to Cat- <br />lin Canal is, therefore, 8.4 percent (3.7 + 2.3 + 2.4 percent). <br /> <br /> <br />19 <br /> <br />.--- <br /> <br />: .'\ <br />
The URL can be used to link to this page
Your browser does not support the video tag.