My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD05835
CWCB
>
Floodplain Documents
>
Backfile
>
5001-6000
>
FLOOD05835
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 7:07:02 PM
Creation date
10/5/2006 1:49:45 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Stream Name
South Platte
Basin
South Platte
Title
Union Avenue Boat Drop - Boatchute Model Operation
Date
2/2/1989
Prepared For
CWCB
Prepared By
CWCB
Floodplain - Doc Type
Project
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
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 />RECEIVED <br /> <br />1 <br /> <br />FFR 0 6 '89 <br />CgI.Y~WA1IR <br />~ <br /> <br />TO: <br /> <br />Mr. David Walker <br />Colorado Water Conservation Board <br /> <br />FROM: Ron Rossmiller <br /> <br />DATE: February 2, 1989 <br /> <br />SUBJECT: Union Avenue Boatchute Model Operation <br /> <br />On January 31, 1989 the Union Avenue boatchute model was operated by Bureau of <br /> <br />Reclamation (USBR) Laboratory personnel for flows ranging from 100 efs through <br />5,000 cfs. A list is attached of those in attendence on Tuesday mornIng for the 3 <br /> <br />hour session. <br /> <br />The three groups represented at the demonstration were the Colorado Water Con- <br /> <br />servatlon Board (CWCB), the Urban Drainage &. Flood Control District (UDFCD), and <br /> <br />the City of Sheridan. The representatives of these groups agreed that the model <br /> <br />was well-constructed and the Information gained thus far from the model was well <br /> <br />worth Its cost. Members of the group made recommendations which are discussed <br />later In these notes. <br /> <br />The change made to the model. since the first demonstration on January 18, 1989 <br /> <br />was the addition of a sill immediately below the crest of the existing Corps of Engi- <br /> <br />neers dam. A row of 3-foot rocks was placed downstream of the sl11, followed by <br /> <br />the5-foot rocks on the dam face. The sill extended from the west bank half way to <br /> <br />the boatchute adjacent to the Englewood intake. The sl11 was omitted from the other <br />
The URL can be used to link to this page
Your browser does not support the video tag.