My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD02315
CWCB
>
Floodplain Documents
>
Backfile
>
2001-3000
>
FLOOD02315
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:24:05 PM
Creation date
10/4/2006 10:48:01 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
CASFM 10th Annual Conference Looking Ahead Looking Back
Date
9/22/1999
Prepared For
State of Colorado
Prepared By
CASFM
Floodplain - Doc Type
Educational/Technical/Reference Information
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.
/
250
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 />tit <br /> <br />tit <br /> <br />. <br /> <br />South Platte River - Gloveville Phase III <br />Model Study & Design Considerations <br /> <br />David Love, Steven Abt, Nancy Love, and Thomas Brisbane <br /> <br />1999 CASFM Conference, September 22-24, 1999 <br /> <br />ABSTRACT <br /> <br />A project has been ongoing to remove approximately 300 acres of the Globeville <br />neighborhood (near Franklin Street and the South Platte River in Denver, Colorado) from the <br />100-year floodplain of the South Platte River. The Phase III portion of the project will remove <br />the Burlington Ditch and O'Brian diversion dam downstream of Franklin Street, construct a <br />headgate approach channel, construct a new diversion dam upstream of Franklin Street, construct <br />a trail underpass at Franklin Street, construct a new pedestrian bridge, remove and replace the <br />Union Pacific Railroad bridge downstream of Franklin Street, and remove and reconstruct a the <br />30-inch Denver Water Department water line. The dam structure will incorporate a boat chute, <br />serve as a grade control weir and assure minimum flows are diverted to the Burlington Ditch. <br />Also included is scour protection for bridge piers, abutments, and appurtentant features. <br /> <br />Because of the complexity of the river reach, a physical model was utilized in <br />conjunction with numerical modeling approaches to better understand the hydraulics of the <br />proposed river reach modifications and provide guidance for the final design. A 1 :20 Froude <br />scale model (model to prototype) that incorporated the proposed river modifications was <br />constructed in the Hydraulics Laboratory at Colorado State University. A series of 52 tests was <br />performed to evaluate the numerous design structures/features over a range of hydrologic flow <br />conditions including 2-year, 10-year, 50-year and 100-year flood events. In addition, tests were <br />conducted to detennine the qualitative effects of sediment, ice, trash, and varying tailwater <br />conditions on the perfonnance of the proposed structures/features integrated into the model. <br />Tests were also perfonned to evaluate the scour potential at the Franklin Street Bridge. <br /> <br />The presentation will present the study background and objectives, infonnation pertaining <br />to the construction, modification and operation of the physical model, the model findings and <br />recommendations, and how the findings were integrated into the final design. <br /> <br />David Love & Nancy Love: Love & Associates, Inc, 841 Front Street, Louisville, CO <br />80227, 303-673-9795, LoveAssociates@tesser.com. <br /> <br />Steven Abt & Thomas Brisbane: Engineering Research Center, Colorado State <br />University, Fort Collins, CO 80523, 970-491-8657, sabt@engr.colostate.edu. <br />
The URL can be used to link to this page
Your browser does not support the video tag.