My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP09960
CWCB
>
Water Supply Protection
>
Backfile
>
9001-10000
>
WSP09960
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:56:42 PM
Creation date
10/12/2006 4:02:31 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8407.600
Description
Platte River Basin - River Basin General Publications - Kansas General Publications
State
CO
Basin
South Platte
Water Division
1
Date
6/1/1971
Author
Kansas Water Resourc
Title
Kansas Streamflow Characteristics - Part 8 - In-Channel Hydraulic Geometry of Streams in Kansas - Technical Report Number 8
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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 />STUDY DF HYDRAULIC GEOMETRY <br /> <br />According to Langbein (1964, p. 301), "Rivers construct their own <br />geometries." The shape of a river channel at any location is a <br />function of flow, the composition of the material moving through <br />the section, and the composition of material forming the bed and <br />banks of the channel. A change in the magnitude of flow will <br />cause a change in velocity, depth, and width. <br /> <br />Leopold and Maddock (1953) showed that some hydraul ic-geometry <br />parameters of stream channels vary with discharge as simple <br />functions at a given river cross section. They found that width, depth, <br />and velocity, when plotted against discharge on logarithmic paper <br />could be expressed by a straight line for a considerable range of <br />discharge. Similar variations in relation to discharge exist along <br />the length of the stream for the same frequency of discharge. The <br />functions derived for other sections along the river differ only <br />in the numerical values of the coefficients and exponents. <br /> <br />Width, depth, and velocity for a particular cross section can be <br />related to discharge by the simple functions: <br /> w = aQb (2) <br /> d = cQf (3) <br /> v = k~ (4) <br /> <br />Because Q = wdv, the sum of the exponents b, f, and m should equal <br />1.00, and the product of the coefficients a, c, and k should equal <br />1.00. Some departure of the sum and product from unity may be <br />expected if the exponents and coefficients are determined from 1 ines <br />fitted to scatter data on graph paper (Brush, 1961). <br /> <br />ANALYSIS OF DATA <br /> <br />Hydraul ic-Geometry Parameters at a Station <br /> <br />Graphs of width, depth, and velocity plotted against discharge were <br />drawn for 117 stations in Kansas and adjoining areas. The lines <br />representing the relations were fitted to the scattered data by eye. <br />The exponents and coefficients vary among stations, but in all <br />instances, straight lines on logarithmic paper define the relations <br />adequately. <br /> <br />4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.