My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD06908
CWCB
>
Floodplain Documents
>
Backfile
>
6001-7000
>
FLOOD06908
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 7:10:18 PM
Creation date
10/5/2006 2:35:34 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
State of Colorado Streambank Erosion Study
Date
11/1/1988
Prepared For
State of Colorado
Prepared By
Colorado State Soil Conservation Board
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
77
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 />Sack \:oncr~te Revetment <br /> <br />Sack concrete revetments can be used to control bank erosion in nearly every <br />situation. The stream bank should be shaped to a slope no steeper than 1 <br />horizontal to 1 vertical. aur1ap or plastic sacks are filled with soil-cement <br />or sand-cement mixtures, The sacks are then stacked along the bank. The toe <br />for the sacks should be placed below the channel bottom to prevent any under- <br />cutting of the sacks, After the sacks have been placed, they can be hosed <br />down to get a quick set or they can be left to harden from natural precipita- <br />tion. The durability of this practice will depend on the quality and propor- <br />tions of the mixture in the sacks. The sacks should extend up the bank to at <br />least one foot above the high waterline. If the sacks do not extend to the <br />top of the bank, the bank should be shaped and seeded. <br /> <br />j <br /> <br />1 <br /> <br />1 <br /> <br />This practice should be maintained by <br />erosion at the ends of the revetment. <br />patched. Scoured areas at either end <br />protected. <br /> <br />inspecting for broken-up concrete and <br />Any broken-up concrete should be <br />of the revetment should be shaped and <br /> <br />~ <br />, <br /> <br />~ <br /> <br />~ <br /> <br />c;R <br />
The URL can be used to link to this page
Your browser does not support the video tag.