My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD10351
CWCB
>
Floodplain Documents
>
Backfile
>
10001-11000
>
FLOOD10351
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 10:24:26 AM
Creation date
5/15/2007 10:42:04 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
Statewide
Title
Statewide River Rehabilitation & Flood Plain Management Needs Inventory
Date
12/1/1998
Prepared For
State of Colorado Department of Natural Resources
Prepared By
McLaughlin Water Engineers
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.
/
131
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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />Adequate resistance to erosion does not necessarily produce stability, if the channel has substantial <br />inflows of bed sediment. Basic hydrologic input to the stream and the associated hydrauliC parameters of <br />the flow (velocity, depth, slope, etc.) will dictate erosion patterns in the simple scenario. More complex <br />analyses are required when an abundance of sediment inflows may lead to severe sediment deposition or <br />a combination of erosion and aggradation of a stream channel. <br /> <br />HYDRAULIC GEOMETRY <br /> <br />Hydraulic geometry relationships involve three independent associations for: 1) width or wetted perimeter, <br />2) depth or hydraulic radius, and 3) slope or velocity, all vs. discharge. They indicate the preferred <br />cross-section and slope of a channel for a given channel-forming discharge and given boundary materials. <br />In the design of a channel project, the preferred channel is supposed to be stable, with respect to <br />cross-section and slope, but is not necessarily free from lateral shifting and meandering. <br /> <br />Meander geometry is an interesting phenomenon in river mechanics. Meander dimensions in natural <br />systems tend to scale with channel width. Stream projects that tend to alter or fix channel width also tend <br />to alter the meander patterns of the natural system over time. Meander wavelength, like channel width, <br />will vary roughly as the square root of channel-forming discharge. The figure below depicts an example of <br />a distorted meander pattern. <br /> <br />Figure VII-3 <br />Example of Distorted Meander Pattern of an Armored Channel Reach <br /> <br /> <br /> <br />...1 <br />...... <br /> <br />..- <br />........ <br />Bank Armoring <br /> <br />BIOLOGICAL CONDITIONS <br /> <br />Classification is an important component of many of the scientific disciplines relevant to stream corridors <br />such as hydrology, geomorphology, limnology, and plant & animal ecology. When a classification system <br />is used as a measure of biological condition of a stream, there are several factors to consider for <br />restoration planning. These factors may include geographic domain, variables considered, incorporation of <br />temporal relations, focus on structural or functional behavior, and the extent to which management <br />alternatives or human actions are explicitly considered as classification variables. <br /> <br />Section VII - 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.