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August 12, 2013 at 10:43 pm #5340Greg GarrisonParticipant
I am trying to simulate flood flow in a trapezoidal concrete channel with full spanning flash boards that are perpendicular to the flow path. I am currently using inline structures to mimic the flash boards.
Does HEC-RAS assume a zero approach velocity for the weir equation used to predict flow over the flash boards and if so, would that have a significant impact on the predicted WSE’s from RAS?
Thank you in advance for any assistance,
GregAugust 17, 2013 at 3:45 am #8522AnonymousGuestThe standard weir equation does not have an approach velocity, so no, I do not think RAS is taking it into account.
I’m not sure how much difference it would make. How high of velocities are you expecting? I don’t have any specific suggestions but you could adjust the weir coefficient value to try and account for the approach velocity.August 17, 2013 at 3:48 am #8523Greg GarrisonParticipantReturn-path:
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From: “Greg Garrison”
To: “‘jarvus lunt [via HEC-RAS Bloggery Forum]'”
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Subject: RE: Inline Structure
Date: Fri, 16 Aug 2013 15:48:41 -0700
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Content-Transfer-Encoding: 7bitThanks for the response. I am seeing some pretty high velocities in the
channel, so I would assume the effect would be negligible if there was one.Thanks again,
Greg K. Garrison
Staff Engineer
Waterways Consulting, Inc.
403 Swift St. Suite B
Santa Cruz, Ca. 95060
(831) 421-9291
http://www.watways.com <http://www.watways.com/> / [email protected]
From: jarvus lunt [via HEC-RAS Bloggery Forum]
[mailto:[email protected]]
Sent: Friday, August 16, 2013 3:46 PM
To: Greg Garrison
Subject: Re: Inline StructureThe standard weir equation does not have an approach velocity, so no, I do
not think RAS is taking it into account.
I’m not sure how much difference it would make. How high of velocities are
you expecting? I don’t have any specific suggestions but you could adjust
the weir coefficient value to try and account for the approach velocity._____
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Content-Transfer-Encoding: quoted-printableThanks for the response. I am seeing some pretty high velocities in =
the channel, so I would assume the effect would be negligible if there =
was one.Thanks again,
Greg K. Garrison
Staff Engineer
Waterways Consulting, Inc.
403 Swift St. Suite B
Santa Cruz, Ca. 95060
(831) 421-9291
ww=
w.watways.com =
/=
=
[email protected]From:=
=
jarvus lunt [via HEC-RAS Bloggery Forum] =
[mailto:[email protected]]
Sent: Friday, =
August 16, 2013 3:46 PM
To: Greg Garrison
Subject: =
Re: Inline StructureThe standard weir equation does not have =
an approach velocity, so no, I do not think RAS is taking it into =
account.
I’m not sure how much difference it would make. How =
high of velocities are you expecting? I don’t have any specific =
suggestions but you could adjust the weir coefficient value to try and =
account for the approach velocity.If you reply to this email, your message will be added to the =
discussion below:http://hec-ras-bloggery-forum.1091112.n5.nabble.com/I=
nline-Structure-tp266p269.htmlTo unsubscribe from Inline Structure, click here.
NAML =
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