My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP13040
CWCB
>
Water Supply Protection
>
DayForward
>
1001-2000
>
WSP13040
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/29/2009 1:54:32 PM
Creation date
4/11/2008 11:11:06 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.100
Description
Ft. Lyon Canal
State
CO
Author
O. Ray Dobson, Ph.DH
Title
The Fort Lyon Canal, the First 100 Years, 1987-1997
Water Supply Pro - Doc Type
Report/Study
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
201
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 />the Canal \;vas 302,283 acre-feet. In that year the loss <br />was estimated at 25%, leaving 226,713 acre-feet avail- <br />able. Of this amount 73,036 acre-feet was the amount <br />taken by the Kicking Bird, or 32.21 % of the whole, ;eav- <br />ing 67.79% as the share of the Fort Lyon. <br /> <br />The question of the amount of loss suffered in a canal <br />by seepage and evaporation is one very difficult to de- <br />termine with any deg~ee of accuracy. I am informed by <br />Mr. Thomas Berry, former chief Engineer of the Arkan- <br />sas Valley SJgar Beet anc Irrigated Land Company, that <br />the change in the estimate from 30% to 25% as the <br />total loss ir the Western Division was the result of <br />gaugings made with allla!eral head gates closed. This <br />25% may therefore, be nearer correct than 30%, al- <br />though it is variable according to volume carried. On <br />the Kicking Bird Canal the loss in 34 miles was found to <br />be but 14% during the year 1900, when the canal was <br />comparativeiy new and conditions rather more favor- <br />able for loss than subsequently. <br /> <br />STORAGE CANAL. <br /> <br />The canal, which was nominally begun September 29:-, <br />1902 (although active work on a large scale was actu- <br />ally begun ir Ja'1uary, 1906), and completed in Octo- <br />ber, 1909, to the end in Adobe Creek Reservoir, was <br />originally desigred solely for carrying excess flood wa- <br />ter from the Arkansas River for the purpose of storing it <br />for use 'n the Horse Creek and Adobe Creek Reser- <br />voirs. Recent filings, made March -; s:, 1910, of the pro- <br />posed enlargement of this canal from its oresent ca- <br />pacity of 840 second-feet to 2306 second-feet, declare <br /> <br />38 <br />
The URL can be used to link to this page
Your browser does not support the video tag.