My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
C150272 Feasibility Study
CWCB
>
Loan Projects
>
DayForward
>
0001-1000
>
C150272 Feasibility Study
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/5/2011 11:39:06 AM
Creation date
9/29/2008 12:54:51 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C150272
Contractor Name
Farmers Pawnee Canal Company, The
Contract Type
Loan
Water District
0
County
Logan
Loan Projects - Doc Type
Feasibility Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
53
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 />Need for the project <br /> <br />The FPCC is undertaking repairs to their ditch flow control <br />structures to ensure that it can efficiently divert water from <br />the South platte River. The FPCC currently uses two separate <br />structures to control the flow into their ditch. The first <br />structure is the main diversion located in the South Platte River <br />channel. This structure has a concrete rollover wall built in the <br />river channel and a set of gates with boards which allow flow <br />into the Pawnee Ditch. The second structure used to adjust flow <br />in the Pawnee ditch is located a few miles down the ditch from <br />the river structure. This structure is a series of gates adjusted <br />by boards through which a more precise adjustment can be made to <br />the flow continuing down the Pawnee ditch and has a channel <br />through which excess water can be returned to the river channel. <br />These two structures work together to deliver the proper and <br />legal amount of water to the FPCC shareholders. <br /> <br />The river structure is in fair condition and has been repaired <br />numerous times over the years. The river structure does have one <br />major flaw and that has to do with sand build up in front of the <br />structure. The concrete wall in the river does have several vents <br />that when opened allow for the flushing of sand by the structure. <br />Typically the vents can not be operated until the irrigation <br />season is over with. By the end of the summer a huge sandbar will <br />have formed in front of the structure and this sandbar can cause <br />diversion problems and maintenance problems within the ditch. The <br />river diversion needs to be modified to alleviate the sandbar <br />problem in the river. <br /> <br />The second flow control structure located down the ditch is also <br />in fair condition but is an older style of control gates and does <br />not allow for efficient adjustments to the ditch flow. The <br />existing board style gates are cumbersome, labor intensive and <br />require yearly if not monthly maintenance. The ditch control <br />structure needs to be upgraded to allow for more efficient ditch <br />flow adjustments. <br /> <br />Feasibility Study <br />Farmers Pawnee Canal Company <br />Flow Control Structures <br />July 2008 <br /> <br />2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.