My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP00469
CWCB
>
Water Supply Protection
>
Backfile
>
1-1000
>
WSP00469
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:26:12 PM
Creation date
10/11/2006 9:46:56 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.200.33.C
Description
15-Mile Reach (UCRBRIP)
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1995
Title
Colorado River - 15 Mile Reach Physcial Water Availability Study
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.
/
35
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 />COLO. RIVER AT 15 MILE REACH <br />AUGUST FLOW DURATION CURVES <br /> <br />10000 <br /> <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. .. <br />. .. <br />. .. <br />. .. <br />. ... <br />- .. . . <br />i: mr:::mr::mm <br />i ::: ..--.. , --------:r::::::::-::::::::::~::::::-::'::::::::r:::::::::::::::::::::::::-- ___nnn <br /> <br />o <br />O"A. 10% 20% 30% 40% 50% 60% 70% 80% 90"10 100% <br />PROBABILITY OF EXCEEDANCE (%) <br /> <br />Figure 13 August Daily Flow Duration Curve <br /> <br />COLO. RIVER AT 15 MILE REACH <br />SEPTEMBER FLOW DURATION CURVES <br /> <br />6000 <br /> <br />. . . . . . . . . <br />. , , . , . . . . <br />..... unO _.no _ _ _ __ __ ___n____ _ _ u___ u.__n _ __n_ _ _ n__n _... _ _______un_ _ ...~ hhn___. nnn__. <br />. . . . . . . . . <br />" , .. <br />,. , ,. <br />" , .. <br />.. . .. <br />. . <br />. . <br />. . <br /> <br />-5000 <br />:!1. <br />~ <br />~ 4000 <br />." <br />c <br />~ <br />~ 3000 <br />~ <br />:[ <br /> <br />~2000 <br />Sl <br />o <br />~ <br />~ 1000 <br /> <br /> <br />. . <br />. . <br />. . <br />. . . . . <br />. . . . . . . . <br />-_._-.---------~----------.---------.---------"---------~--------------------.--------- <br />. . . . , . . . <br />.. ,. <br />.. .. <br />.. .. <br />.. ,. <br />.. ,. <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . <br />. . . . . . . . . <br />- ---nn'::::::::T:__:::T:.:'::.:~:':______;:-::::::T::--:::~:::::::_:I::::::-::'::::::::: <br /> <br /> <br />. . <br />. . <br />.. . <br />.. . <br />. . . . . <br />. . . . . <br />. _ no u _ _ _ __ _ _~_ __ __ _ _ _ _ ~_ __ _ __ __ _ _~ u __ _ _ _ _ '. _ _ _ _ _ _ _ _. <br />, . . . . <br />.. . <br />. . <br /> <br />o <br /> <br />0% 10% 20% 30% 40% 50% 60% 70"A. 80% 90% 100% <br />PROBABILITY OF EXCEEDANCE (%) <br /> <br />Figure 14 September Daily Flow Duration Curve <br /> <br />24 <br />
The URL can be used to link to this page
Your browser does not support the video tag.