My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Erosion, Transport and Deposition Process
CWCB
>
Water Supply Protection
>
DayForward
>
5001-6000
>
Erosion, Transport and Deposition Process
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/30/2013 3:53:37 PM
Creation date
3/4/2013 1:49:28 PM
Metadata
Fields
Template:
Water Supply Protection
Description
related to the Platte River Endangered Species Partnership (aka Platte River Cooperative Agreement [CA]; aka Platte River Recovery Implementation Program [PRRIP])
State
CO
NE
WY
Basin
South Platte
Water Division
1
Title
Budget and Schedule Estimate Details - Technical Committee
Water Supply Pro - Doc Type
Budget
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
38
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
C. <br />Second. Laraer Pulse Flow Test <br />600 <br />1 <br />Monitor river stage and discharge at every North Platte River <br />500 <br />180 <br />bridge from Kevstone. NE to North Platte, NE. <br />2 <br />Monitor river stage and discharge at every Platte River bridge from <br />500 <br />40 <br />North Platte. NE to Chapman. NE. <br />3 <br />Monitor North Platte River stage at all segments where potential <br />400 <br />105 <br />floodina is a concern from Kevstone. NE to North Platte. NE. <br />24,000 <br />4 <br />Monitor Platte River stage at all segments where potential flooding <br />400 <br />is a concern from North Platte. NE to Chapman. NE. <br />0 <br />5 <br />Monitor velocity, depth, suspended sand concentration, and bed <br />600 <br />10 <br />load at the 4 study reaches sites between the J -2 Return channel <br />5 <br />55 <br />and Chapman, NE. Accomplished by tasks LA. 1, I.C.5 and II.A.4- <br />15 <br />25 <br />9. <br />20 <br />6 <br />Measure channel bed, sandbar, and island topography <br />600 <br />immediately after the pulse test flow at the 4 study reaches <br />20 <br />between the J -2 Return Channel and Chapman, NE. <br />40 <br />24,000 <br />Arrmmnlichcrl by tacks W. 1 -R anti II A A -Q <br />20 <br />7 <br />Measure channel bed, sandbar, and island topography 3 to 4 <br />600 <br />40 <br />months after the pulse test flow at the 4 study reaches between the <br />J -2 Return Channel and Chaoman. NE. Accomplished by task <br />D. <br />Additional Pulse Flow Tests <br />600 <br />1 <br />Repeat data collection and monitoring steps 5 to 7 from the second <br />600 <br />pulse flow test. <br />40 <br />E. <br />Data Analvsis <br />600 <br />1 <br />Compare river stage and discharge measurements, collected <br />600 <br />60 <br />during the pulse flows, to validate the unsteady flow model <br />2 <br />Evaluate repeat aerial photographs, ground photographs, and <br />600 <br />channel topography measurements to determine the effects of the <br />3 <br />Evaluate channel topography measurements to determine the <br />600 <br />effects of the island clearing and lowering. <br />4 <br />Evaluate the hydraulic and sediment transport data to determine <br />600 <br />spatial and temporal distribution of flow velocities and sand <br />transport during pulse flows. Compute the sediment budget for the <br />F. <br />Write Report <br />600 <br />1 <br />Draft Interim report <br />600 <br />2 <br />Final report <br />600 <br />01 0 <br />80 <br />0 <br />80 <br />40,000 <br />180 <br />180 <br />90,000 <br />40 <br />0 <br />40 <br />16,000 <br />105 <br />40 <br />24,000 <br />105 <br />42,000 <br />01 1 1 1 01 0 <br />01 1 1 1 01 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />20 <br />20 <br />40 <br />24,000 <br />0 <br />0 <br />20 <br />15 <br />10 <br />5 <br />5 <br />55 <br />33,000 <br />15 <br />25 <br />20 <br />20 <br />20 <br />100 <br />60,000 <br />20 <br />20 <br />40 <br />24,000 <br />20 <br />20 <br />40 <br />24,000 <br />0 <br />0 <br />40 <br />40 <br />24,000 <br />40 <br />20 <br />60 <br />36,000 <br />
The URL can be used to link to this page
Your browser does not support the video tag.