My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD08374
CWCB
>
Floodplain Documents
>
Backfile
>
7001-8000
>
FLOOD08374
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/25/2010 7:14:23 PM
Creation date
10/5/2006 3:33:46 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
New England
Basin
Statewide
Title
Modelling the Dynamic Response of Floodplains to Urbanization in Eastern New England Completion Report
Date
1/1/1978
Prepared By
CSU Environmental Resources Center
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.
/
104
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 />-15- <br /> <br />hydrologic response. This coding system is applied to a hypothetical <br /> <br />network in Figure 3. Source links are coded as +2 or +1, depending on <br /> <br />the presence or absence of a pond in the link. Interior links are coded <br /> <br />as 0, -lor -2, depending on the occurrence of ponds and their position <br /> <br />, <br /> <br />with respect to the upper junction. The vector of integers is derived <br /> <br />by proceeding headward from the outlet and first including the subdrain- <br /> <br />age with the least number of sources at each junction. Hence, the basin <br /> <br />depicted below would be coded as <br /> <br />( 0 -2 1 1 0 2 0 0 1 2 -1 1 0 1 1 ). <br /> <br />The main channel of each watershed is then specified as the channel whose <br /> <br />source corresponds to the last element in this vector, and its length is <br /> <br />measured from the topographic maps. <br /> <br />. <br /> <br />/ <br />/ <br />, <br />, <br />, <br />I <br />I <br />, <br />, <br />, <br />I <br />I <br />\ <br />\ <br />\ <br />I <br />I <br />I <br />, <br />/ <br />I <br />, <br />/ <br />, <br />I <br />\ <br />'- <br />, <br />" <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />\ <br />, <br /> <br />i <br /> <br />, -, <br />, <br />'- <br />, <br />'- <br />" - <br /> <br />/ <br />/ <br />/ <br />/ <br /> <br />...-........ <br />, <br />, <br />, <br />, <br />, (3) ", <br />\ <br />\ <br />, <br />, <br />, <br />, <br />, <br />I <br />I <br />J <br />I <br />\ <br />, <br />-2 (2) \ <br />, <br />, <br />\ <br />, <br />I <br /> <br />------ <br /> <br />--- <br /> <br /> <br />---..... <br /> <br />/ <br />/ <br />/ <br /> <br />, (14) <br /> <br />o {I3} <br />-, {II} <br /> <br />...------- <br /> <br />,- <br /> <br />----- <br /> <br />/ <br />I <br />I <br />I <br />, <br />I <br />I <br />, <br />I <br />, <br />, <br />/ <br />----~ <br /> <br />Number in parentheses <br />signifies position in <br />coded network vector <br /> <br />- <br /> <br />- <br />......------- <br /> <br />FIGURE 3. Method of coding the drainage network. <br />
The URL can be used to link to this page
Your browser does not support the video tag.