My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD03643
CWCB
>
Floodplain Documents
>
Backfile
>
3001-4000
>
FLOOD03643
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 6:27:51 PM
Creation date
10/4/2006 11:54:58 PM
Metadata
Fields
Template:
Floodplain Documents
County
Denver
Community
All
Stream Name
All
Basin
South Platte
Title
Hydraulics of Steep Gradient Streams
Date
6/8/1982
Prepared For
State of Colorado
Prepared By
Colorado Geological Survey
Floodplain - Doc Type
Educational/Technical/Reference Information
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
81
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 spacing and spacing pattern, roundness, and shape of streambed <br /> <br />particles also may be important factors in the flow resistance of bed <br /> <br />particles. Intuitively, smoother particles create less turbulence than <br /> <br />more angular particles. Although these characteristics may be important, <br /> <br />there have been no known attempts to incorporate these factors in quanti- <br /> <br />tative studies of the flow in natural channels. This is probably due to <br />the extreme complexity of developing a quantitative method to analyze <br />these factors and to keep other variables such as depth, bed-material <br />size, slope, and velocity constant. A prel iminary analysis did not <br /> <br />reveal a quantitative method for including the roundness or shape of <br /> <br />particles in equation 10. This probably was because changes in round- <br />ness are small compared to the overall variation of roughness with slope <br /> <br />and depth of flow. <br /> <br />I <br /> <br /> <br />Another source of error is associated with the assumption of the <br /> <br /> <br />logarithmic vertical-velocity distribution. This is discussed in the <br /> <br /> <br />section on "Vertical-Velocity Distribution." <br /> <br />3f <br />
The URL can be used to link to this page
Your browser does not support the video tag.