Hydrology Software
Engineering Forums
Engineering Library
Newsletter
Blog
Contact
Home
Products
WaterNET
RiverCAD
Downloads
WaterNET
RiverCAD
Support
Online Support
Forums
Testimonials
About Us
Contact Us
Technical Support
Testimonials
Privacy Policy
Terms of Use
Content on this page requires a newer version of Adobe Flash Player.
Civil Engineering Forum
>
Water Distribution, Stormwater & Wastewater
>
StormNET
V-Notch Weir
User Name
Remember Me?
Password
Register
FAQ
Members List
Calendar
Search
Today's Posts
Mark Forums Read
LinkBack
Thread Tools
Display Modes
#
1
(
permalink
)
07-01-2009, 10:51 AM
tdickerson
Registered User
Join Date: May 2009
Posts: 4
V-Notch Weir
I am modeling an existing outlet structure. What should the weir length be input as when using a V-Notch weir? Should it be the length at the top of the weir or should it be set to 0?
#
2
(
permalink
)
07-01-2009, 11:11 AM
Chris Maeder
Administrator
Join Date: Aug 2001
Location: Madison, WI
Posts: 900
This is the horizontal length of the v-notch weir opening at the top of the weir, measured perpendicular to the direction of flow.
__________________
Sincerely,
Chris E. Maeder, M.S., P.E.
Senior Technical Engineer
chris.maeder@bossintl.com
#
3
(
permalink
)
07-01-2009, 11:24 AM
tdickerson
Registered User
Join Date: May 2009
Posts: 4
Ok I thought that may have been it but was just checking. Thanks.
«
Previous Thread
|
Next Thread
»
Thread Tools
Show Printable Version
Email this Page
Display Modes
Linear Mode
Switch to Hybrid Mode
Switch to Threaded Mode
Posting Rules
You
may not
post new threads
You
may not
post replies
You
may not
post attachments
You
may not
edit your posts
BB code
is
On
Smilies
are
Off
[IMG]
code is
Off
HTML code is
Off
Trackbacks
are
On
Pingbacks
are
On
Refbacks
are
On
Forum Rules
All times are GMT. The time now is
06:50 AM
.
LinkBack
LinkBack URL
About LinkBacks