My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
8/13/2009 ENVIRONMENTAL OVERSIGHT COMMITTEE Minutes
>
8/13/2009 ENVIRONMENTAL OVERSIGHT COMMITTEE Minutes
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/21/2017 1:51:40 PM
Creation date
11/21/2017 1:50:56 PM
Metadata
Fields
Template:
Mashpee_Meeting Documents
Board
ENVIRONMENTAL OVERSIGHT COMMITTEE
Meeting Document Type
Minutes
Meeting Date
08/13/2009
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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
Hydraulic radius (HR or just R) <br /> is the ratio of the cross-sectional area divided by the wetted <br /> perimeter. For a hypothetical stream with a rectangular cross <br /> sectional shape (a stream with a flat bottom and vertical sides) the <br /> cross-sectional area is simply the width multiplied by the depth (`i1T <br /> * D). For the same hypothetical stream the wetted perimeter would <br /> be the depth plus the width plus the depth (W + 2D). The greater the <br /> cross-sectional area in comparison to the wetted perimeter, the <br /> more freely flowing will the stream be because less of the water in <br /> the stream is in proximity to the frictional bed. So as hydraulic <br /> radius increases so will velocity (all other factors being equal). As <br /> streams get deeper, for example during a flood, the hydraulic <br /> radius increases. There is a greater mass of water per frictional <br /> wetted perimeter. The stream flows more efficiently. <br /> 1000 <br /> Erasion <br /> 100 <br /> %%WSW <br /> 2:h10 <br /> �o <br /> Transpoftationr <br /> � Deposition <br /> 1 <br /> 0.01 0.7 1.0 10 100 <br /> Diameter (mm) <br />
The URL can be used to link to this page
Your browser does not support the video tag.