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 /> <br />~ <br /> <br />...., , <br />-;'. : ..:.:. -.; ~::: .;.;;. - : <br />:*:::5:::;~:::.:;;::.'Y' <br />!~~1;~ti~~~~Y:, <br /> <br />Table 5.--Faators for adjusting transit loss for the rate and <br />duration of reservoir releases <br /> <br />Adjustment <br />factorl <br /> <br />Release rate, in <br />cubic feet per second <br /> <br />Release duration, <br />in days <br /> <br />2.00 <br />1.60 <br />1.35 <br />1.20 <br />1.10 <br /> <br />__~" '",'n__, <br />..,'-......-.....-......,. <br />~r~iI~~~~i\. <br /> <br />1.06 <br />1.04 <br />1.02 <br />1.00 <br />.98 <br /> <br />.96 <br />.94 <br />.90 <br />.84 <br />.75 <br /> <br />200.0 <br />~ 2]0.0 <br />470.0 <br /> <br />10.0 <br />30.0 <br />60.0 <br />100.0 <br />150.0 <br /> <br /> <br />1.0 <br />2.0 <br />4.0 <br />6.0 <br />8.0 <br /> <br />8.5 <br />9.0 <br />9.5 <br />10.0 <br />10.5 <br /> <br />11.0 <br />11.5 <br />13.0 <br />16.0 <br />25.0 <br /> <br />lFor adjusting the percentage of transit loss shown in table 4,for other <br />than a base release (100 ft3/s for 10 days). <br /> <br /> <br />THE FOLLOWING IS AN EXAMPLE OF THE USE OF THIS.TABLE: <br /> <br />Problem <br /> <br />What is the transit loss to the Catlin <br />Canal headgate for a June release <br />with a rate of 200 ft3/s and a dur- <br />ation of 16 days when antecedent <br />streamflow is 500 ft3/s in subreach <br />I, 500 ft3/s in subreach 2, and 400 <br />ft3/s in subreach 31 <br /> <br />,-".. ... <br />.....,-.,......, <br />......-...'......-.... <br />if(tt~~lw~. <br /> <br />Solution <br /> <br />The transit loss for a base release <br />(100 ft3/s for 10 days) to the <br />Catl in Canal is 8.4 percent (ta- <br />ble 4). The adjustment factor <br />for a release discharge of 200 <br />ft3/s is 0.96 and for a release <br />duration of 16 days is 0.84. The <br />adjusted transit loss is, there- <br />fore, 6.8 percent (8.4 percent <br />xO.96xo.84). <br /> <br />20 <br />
The URL can be used to link to this page
Your browser does not support the video tag.