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  • #5340
    Greg Garrison
    Participant

    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,
    Greg

    #8522
    Anonymous
    Guest

    The 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.

    #8523
    Greg Garrison
    Participant

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    From: “Greg Garrison”
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    Thanks 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 Structure

    The 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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    Thanks 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 Structure

     

    The 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.html

    To unsubscribe from Inline Structure, click here.
    NAML =


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