Welcome to the RAS Solution › Forums › HEC-RAS Help › Create a 2D Flow Area in HEC 5

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  • July 14, 2015 at 1:57 pm #9396
    simone minesso
    Participant

    I’ve got that’s a stability issue and so I’ve tried many configurations, above all by setting smaller and smaller time slices and by change the mesh dimension.
    Some running have reached to an end but the results are very bad. I guess that the problem could be due to:

    1) Inexperience in the 2D modelling. Thus in accord with my tutor (I’m doing a traineeship in a University) I’m trying to represent a case very simple, just with a steep flume and constant Q.

    2) Geometry issues. I’m referring to the difficulty I’ve experienced in modelling hydraulic structures and especially in order to follow precisely the river edges. To avoid errors (about exceeding the terrain elevation and width) during the simulations I had to draw the structures smaller and less wide respect to the real edges, and of course this consist in a problem, above all when dealing with a dam break problem where the flux should be due just because of the dam failure (breach progression). Moreover I’m wondering how the program could calculate the flux through the space between structures and real edges without shows stability issues? In this way there isn’t any hydraulic law establish to describe this kind of flux (for example how could be the one to calculate the weir flux over a structure).

    About this second point I really don’t know how to come to a solution. I’ve tried many configurations without success, as well as convert the project in US unit system as suggested on the blog. So I would try to upload a zip version another time to let you check this particular aspect hoping there’s a solution, because if not I don’t know to go on with the project.
    The zip project is one of that has came to the end of the simulation, so there are the default result layers (depth, elevat, velocity) where you can see them erroneous nature. For this particular case i have set the computational time to be without time slices (so 0.1s), but as I told you I’ve also tried many others smaller. The project is complete in all the fields, I hope the uploading wouldn’t change the settings.
    Unfortunately the file is too large, I can send it by “we transfer” if you like.

    July 14, 2015 at 7:41 pm #9397
    cameron
    Participant

    Have you thought of increasing the size of the test? There is UK Benchmark test I have tested with RAS 2D, where they have a small flume and the the small flume multiplied by 20. The small flume from my tests does not give very good answers compared to other models, but the flume multiplied by 20 does give comparable results to multiple other 2D models.

    If you would like you could send it to me by “we transfer” and I can take a look.

    July 17, 2015 at 4:38 pm #9398
    simone minesso
    Participant

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    Date: Fri, 17 Jul 2015 13:38:52 +0200
    Message-ID:
    Subject: Re: Create a 2D Flow Area in HEC 5
    From: Simone Minesso
    To: “cameron [via HEC-RAS Help]”
    Content-Type: multipart/alternative; boundary=001a113f7804dcc6e2051b10a140

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    In these days I have tried many things by testing on a easy geometry file.
    I can say now that many doubts I had have been figured out.
    Nonetheless I have still experienced difficulties in connecting two
    different 2D flow areas with an hydraulic structure. What’s happen is that
    the flow cannot go through the structure and the 2D downstream flow area
    doesn’t receive any flow. So I will focus the investigation just on this
    aspect and try to get a solution.
    Before ask you for more I would be sure to have done the most I can,
    because so far you have already helped me out a lot.
    I will take into account your advice in considering a scale factor when
    I’ll fixed this issue.

    2015-07-14 16:41 GMT+02:00 cameron [via HEC-RAS Help] < [email protected]>:

    > Have you thought of increasing the size of the test? There is UK
    > Benchmark test I have tested with RAS 2D, where they have a small flume a=
    nd
    > the the small flume multiplied by 20. The small flume from my tests does
    > not give very good answers compared to other models, but the flume
    > multiplied by 20 does give comparable results to multiple other 2D models=
    .
    >
    >
    > If you would like you could send it to me by “we transfer” and I can take
    > a look.
    >
    > ——————————
    > If you reply to this email, your message will be added to the discussion
    > below:
    >
    > http://hec-ras-help.1091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-=
    tp1754p1822.html
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    In these days I have tried many things by testing on =
    a easy geometry file. I can say now that many doubts I had have been figure=
    d out.=C2=A0
    Nonetheless I have still experienced difficulties in=
    connecting two different 2D flow areas with an hydraulic structure. What&#=
    39;s happen is that the flow cannot go through the structure and the 2D dow=
    nstream flow area doesn't receive any flow. So I will focus the investi=
    gation just on this aspect and try to get a solution.
    Before ask =
    you for more I would be sure to have done the most I can, because so far yo=
    u have already helped me out a lot.
    I will take into account your=
    advice in considering a scale factor when I'll fixed this issue.=C2=A0=
    2015-07-14 16:41 GMT+02:00 cameron [via HEC-RAS He=
    lp] <[email protected]>:

    er-left:1px #ccc solid;padding-left:1ex">

    Have you thought of increasing the size of the test?=C2=A0 There is UK Ben=
    chmark test I have tested with RAS 2D, where they have a small flume and th=
    e the small flume multiplied by 20.=C2=A0 The small flume from my tests doe=
    s not give very good answers compared to other models, but the flume multip=
    lied by 20 does give comparable results to multiple other 2D models. =C2=A0

    If you would like you could send it to me by "we transfer&quot=
    ; and I can take a look.

    =09
    =09
    =09

    If you reply to this email, your message =
    will be added to the discussion below:

    http://hec-ras-help.1=
    091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-tp1754p1822.html


    =09
    To unsubscribe from Create a 2D Flow Area in HEC 5, click here.
    NAML

    –001a113f7804dcc6e2051b10a140–

    July 21, 2015 at 4:27 pm #9399
    simone minesso
    Participant

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    Date: Tue, 21 Jul 2015 13:27:11 +0200
    Message-ID:
    Subject: Re: Create a 2D Flow Area in HEC 5
    From: Simone Minesso
    To: “cameron [via HEC-RAS Help]”
    Content-Type: multipart/mixed; boundary=047d7b2e15ed718b03051b60ef06

    –047d7b2e15ed718b03051b60ef06
    Content-Type: multipart/alternative; boundary=047d7b2e15ed718afb051b60ef04

    –047d7b2e15ed718afb051b60ef04
    Content-Type: text/plain; charset=UTF-8
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    Hi Cameron,
    I’ve tried many things during these days with the aim of performing a
    connection between two 2D flow areas and I’m still observing problems.
    I have built up a very easy terrain model, with no slope, lateral high
    borders and dimensions more close to the HEC standards.
    In order to avoid the problems I had experienced about the weir (my
    connection) elevation deeper than the terrain one, I have set the 2D areas
    to do not include the high borders, once got sure of the respect of the
    continuity equation with this setting.
    The connection is a weir with a breach scenario, located right into the
    middle in between the two flow areas.
    What happens with the run is that instead of having a flux pass through the
    breach opening, the flux flows from the high right corner of the upstream
    2D flow area into the top right corner of the second one.
    Thus I have try to put lateral boundary condition with zero flow both to
    the upstream and downstream flow areas, as well as change the weir width
    (by the move point tool) in order to span of all the domain transversal
    width and to include the high lateral borders, but nothing change. I have
    also set different breach widths and locations to find out if that would be
    the problem but again nothing change.
    I have also tried to extend the flow areas to include the edge borders that
    results in a no flow condition through the two areas and the same
    “elevation trouble” (that in this case do not stop the running but just
    appear as a blue warning message).

    I would attach the file here but is too large, so if you agree I would
    utilize “we transfer” using for your email address the one you use here.

    2015-07-17 13:38 GMT+02:00 Simone Minesso :

    > In these days I have tried many things by testing on a easy geometry file=
    .
    > I can say now that many doubts I had have been figured out.
    > Nonetheless I have still experienced difficulties in connecting two
    > different 2D flow areas with an hydraulic structure. What’s happen is tha=
    t
    > the flow cannot go through the structure and the 2D downstream flow area
    > doesn’t receive any flow. So I will focus the investigation just on this
    > aspect and try to get a solution.
    > Before ask you for more I would be sure to have done the most I can,
    > because so far you have already helped me out a lot.
    > I will take into account your advice in considering a scale factor when
    > I’ll fixed this issue.
    >
    >
    >
    > 2015-07-14 16:41 GMT+02:00 cameron [via HEC-RAS Help] < > [email protected]>:
    >
    >> Have you thought of increasing the size of the test? There is UK
    >> Benchmark test I have tested with RAS 2D, where they have a small flume =
    and
    >> the the small flume multiplied by 20. The small flume from my tests doe=
    s
    >> not give very good answers compared to other models, but the flume
    >> multiplied by 20 does give comparable results to multiple other 2D model=
    s.
    >>
    >>
    >> If you would like you could send it to me by “we transfer” and I can tak=
    e
    >> a look.
    >>
    >> ——————————
    >> If you reply to this email, your message will be added to the
    >> discussion below:
    >>
    >> http://hec-ras-help.1091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5=
    -tp1754p1822.html
    >> To unsubscribe from Create a 2D Flow Area in HEC 5, click here
    >> <http://hec-ras-help.1091112.n5.nabble.com/template/NamlServlet.jtp?macr=
    o=3Dunsubscribe_by_code&node=3D1754&code=3Dc2ltb25lLm1pbmVzc29AZ21haWwuY29t=
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    e%3Aemail.naml>
    >>
    >
    >

    –047d7b2e15ed718afb051b60ef04
    Content-Type: text/html; charset=UTF-8
    Content-Transfer-Encoding: quoted-printable

    Hi Cameron,
    I've tried many things=
    during these days with the aim of performing a connection between two 2D f=
    low areas and I'm still observing problems.
    I have built up a=
    very easy terrain model, with no slope, lateral high borders and dimension=
    s more close to the HEC standards.
    In order to avoid the problems=
    I had experienced about the weir (my connection) elevation deeper than the=
    terrain one, I have set the 2D areas to do not include the high borders, o=
    nce got sure of the respect of the continuity equation with this setting.

    The connection is a weir with a breach scenario, located right int=
    o the middle in between the two flow areas.
    What happens with the=
    run is that instead of having a flux pass through the breach opening, the =
    flux flows from the high right corner of the upstream 2D flow area into the=
    top right corner of the second one.
    Thus I have try to put later=
    al boundary condition with zero flow both to the upstream and downstream fl=
    ow areas, as well as change the weir width (by the move point tool) in orde=
    r to span of all the domain transversal width and to include the high later=
    al borders, but nothing change. I have also set different breach widths and=
    locations to find out if that would be the problem but again nothing chang=
    e.
    I have also tried to extend the flow areas to include the edge=
    borders that results in a no flow condition through the two areas and the =
    same "elevation trouble" (that in this case do not stop the runni=
    ng but just appear as a blue warning message).
    I w=
    ould attach the file here but is too large, so if you agree I would utilize=
    "we transfer" using for your email address the one you use here.=

    2015-07-17 13:38 GMT+02:00 Simone Minesso <simone.=
    [email protected]>    :

    e=3D"margin:0 0 0 .8ex;border-left:1px #ccc solid;padding-left:1ex">

    In these days I have tried many things by testing on a easy =
    geometry file. I can say now that many doubts I had have been figured out.=
    =C2=A0
    Nonetheless I have still experienced difficulties in conne=
    cting two different 2D flow areas with an hydraulic structure. What's h=
    appen is that the flow cannot go through the structure and the 2D downstrea=
    m flow area doesn't receive any flow. So I will focus the investigation=
    just on this aspect and try to get a solution.
    Before ask you fo=
    r more I would be sure to have done the most I can, because so far you have=
    already helped me out a lot.
    I will take into account your advic=
    e in considering a scale factor when I'll fixed this issue.=C2=A0

    =

    2015-07-14 16:41=
    GMT+02:00 cameron [via HEC-RAS Help] <ml-node+s10911=
    [email protected]>    :

    e" style=3D"margin:0 0 0 .8ex;border-left:1px #ccc solid;padding-left:1ex">

    Have you thought of increasing the size of the test?=C2=A0 There is UK Ben=
    chmark test I have tested with RAS 2D, where they have a small flume and th=
    e the small flume multiplied by 20.=C2=A0 The small flume from my tests doe=
    s not give very good answers compared to other models, but the flume multip=
    lied by 20 does give comparable results to multiple other 2D models. =C2=A0

    If you would like you could send it to me by "we transfer&quot=
    ; and I can take a look.

    =09
    =09
    =09

    If you reply to this email, your message =
    will be added to the discussion below:

    http://hec-ras-help.1=
    091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-tp1754p1822.html


    =09
    To unsubscribe from Create a 2D Flow Area in HEC 5, click here.
    NAML

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    –047d7b2e15ed718b03051b60ef06–

    July 21, 2015 at 7:27 pm #9400
    cameron
    Participant

    You can send it to me through we transfer and I will take a look.

    July 23, 2015 at 2:38 pm #9401
    simone minesso
    Participant

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    <[email protected]>
    Date: Thu, 23 Jul 2015 11:38:49 +0200
    Message-ID:
    Subject: Re: Create a 2D Flow Area in HEC 5
    From: Simone Minesso
    To: “cameron [via HEC-RAS Help]”
    Content-Type: multipart/alternative; boundary=001a11c31f748c9f80051b87a768

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    Hi Cameron,

    Have you received the file by “we transfer”?
    Because since now I have not received any confirmation that the file were
    download and I’m wondering if the address and everything were correct,

    Greetings,

    2015-07-21 16:27 GMT+02:00 cameron [via HEC-RAS Help] < [email protected]>:

    > You can send it to me through we transfer and I will take a look.
    >
    > ——————————
    > If you reply to this email, your message will be added to the discussion
    > below:
    >
    > http://hec-ras-help.1091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-=
    tp1754p1835.html
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    –001a11c31f748c9f80051b87a768
    Content-Type: text/html; charset=UTF-8
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    Hi Cameron,=C2=A0

    Have you received the=
    file by "we transfer"?=C2=A0
    Because since now I have =
    not received any confirmation that the file were download and I'm wonde=
    ring if the address and everything were correct,=C2=A0

    =

    Greetings,

    2015-07-21 16:27 GMT+02:00 cameron [via HEC-RAS Help] <[email protected]>:

    You can send it to me through we transfer and I will take a look.

    =09
    =09
    =09

    If you reply to this email, your message =
    will be added to the discussion below:

    http://hec-ras-help.1=
    091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-tp1754p1835.html


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    –001a11c31f748c9f80051b87a768–

    July 23, 2015 at 7:53 pm #9402
    cameron
    Participant

    I never received it.

    July 23, 2015 at 9:31 pm #9403
    simone minesso
    Participant

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    <[email protected]>
    Date: Thu, 23 Jul 2015 18:31:16 +0200
    Message-ID:
    Subject: Re: Create a 2D Flow Area in HEC 5
    From: Simone Minesso
    To: “cameron [via HEC-RAS Help]”
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    I have used this email: [email protected]

    that’s right?

    2015-07-23 16:53 GMT+02:00 cameron [via HEC-RAS Help] < [email protected]>:

    > I never received it.
    >
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    I have used this email:=C2=A0[email protected].=
    com


    that's right=
    ?

    2015-07-23 16:53 GMT+02:00 cameron [via HEC-RAS Help] =
    <[email protected]>    :

    class=3D"gmail_quote" style=3D"margin:0 0 0 .8ex;border-left:1px #ccc solid= ;padding-left:1ex">

    I never received it.

    =09
    =09
    =09

    If you reply to this email, your message =
    will be added to the discussion below:

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    –001a113f780496fd65051b8d6a3f–

    July 29, 2015 at 1:07 am #9404
    Jose A.
    Participant

    Hi,
    So why exactly are you trying to model your case in HEC-RAS. In dam-break experiments usually what we want to observe is the depth distribution of the velocity. For you first case you have a long rectangular channel that will be mainly 1D, except in the reservoir.

    What is the ultimate goal of our simulation?

    July 29, 2015 at 1:19 am #9405
    simone minesso
    Participant

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    Date: Tue, 28 Jul 2015 22:19:04 +0200
    Message-ID:
    Subject: Re: Create a 2D Flow Area in HEC 5
    From: Simone Minesso
    To: “Jose A. [via HEC-RAS Help]”
    Content-Type: multipart/alternative; boundary=047d7bb03c5a7a4fd6051bf52e54

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    The aim of the simulation is the unsteady flow computation through a bridge
    located along the channel. That’s why I’m using Hec. But because of all the
    errors I had experinced I had tried to make the case easier, by erasing
    part of the complication as the bridge and the dam. Also to better
    understand the program functionality.
    But fortunately I have found a way to make it a good simulation with the
    complete geometry.
    Il 28/Lug/2015 22:07, “Jose A. [via HEC-RAS Help]” < [email protected]> ha scritto:

    > Hi,
    > So why exactly are you trying to model your case in HEC-RAS. In dam-brea=
    k
    > experiments usually what we want to observe is the depth distribution of
    > the velocity. For you first case you have a long rectangular channel tha=
    t
    > will be mainly 1D, except in the reservoir.
    >
    > What is the ultimate goal of our simulation?
    >
    > ——————————
    > If you reply to this email, your message will be added to the discussion
    > below:
    >
    > http://hec-ras-help.1091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-=
    tp1754p1866.html
    > To unsubscribe from Create a 2D Flow Area in HEC 5, click here
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    =3Dunsubscribe_by_code&node=3D1754&code=3Dc2ltb25lLm1pbmVzc29AZ21haWwuY29tf=
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    > .
    > NAML
    > <http://hec-ras-help.1091112.n5.nabble.com/template/NamlServlet.jtp?macro=
    =3Dmacro_viewer&id=3Dinstant_html%21nabble%3Aemail.naml&base=3Dnabble.naml.=
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    –047d7bb03c5a7a4fd6051bf52e54
    Content-Type: text/html; charset=UTF-8
    Content-Transfer-Encoding: quoted-printable

    The aim of the simulation is the unsteady flow computation t=
    hrough a bridge located along the channel. That's why I'm using Hec=
    . But because of all the errors I had experinced I had tried to make the ca=
    se easier, by erasing part of the complication as the bridge and the dam. A=
    lso to better understand the program functionality.
    But fortunately I have found a way to make it a good simulation with the co=
    mplete geometry.

    Il 28/Lug/2015 22:07, "Jose A. [via HEC-RAS=
    Help]" <[email protected]> ha scritto:

    er-left:1px #ccc solid;padding-left:1ex">

    Hi,=20

    So why exactly are you trying to model your case in HEC-RAS.=C2=A0 In d=
    am-break experiments usually what we want to observe is the depth distribut=
    ion of the velocity.=C2=A0 For you first case you have a long rectangular c=
    hannel that will be mainly 1D, except in the reservoir.=20

    What is the ultimate goal of our simulation?

    =09
    =09
    =09

    If you reply to this email, your message =
    will be added to the discussion below:

    http://hec-ras-help.1091112.=
    n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-tp1754p1866.html


    =09
    To unsubscribe from Create a 2D Flow Area in HEC 5, click here.
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    –047d7bb03c5a7a4fd6051bf52e54–

    July 29, 2015 at 1:24 am #9406
    Jose A.
    Participant

    Could you post the working HEC-Ras file? It would be interesting to have a look at it.

    July 29, 2015 at 1:29 am #9407
    simone minesso
    Participant

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    <[email protected]>
    Date: Tue, 28 Jul 2015 22:29:07 +0200
    Message-ID:
    Subject: Re: Create a 2D Flow Area in HEC 5
    From: Simone Minesso
    To: “Jose A. [via HEC-RAS Help]”
    Content-Type: multipart/alternative; boundary=047d7b10c8896ad0cd051bf5526a

    –047d7b10c8896ad0cd051bf5526a
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    I would have said “across the channel”.
    Yes of course, the only thing is that the file is too large to upload on
    the blog, so I can only share it by other way, such as we transfer. I could
    do it tomorrow at office.
    Il 28/Lug/2015 22:24, “Jose A. [via HEC-RAS Help]” < [email protected]> ha scritto:

    > Could you post the working HEC-Ras file? It would be interesting to have
    > a look at it.
    >
    > ——————————
    > If you reply to this email, your message will be added to the discussion
    > below:
    >
    > http://hec-ras-help.1091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-=
    tp1754p1868.html
    > To unsubscribe from Create a 2D Flow Area in HEC 5, click here
    > <http://hec-ras-help.1091112.n5.nabble.com/template/NamlServlet.jtp?macro=
    =3Dunsubscribe_by_code&node=3D1754&code=3Dc2ltb25lLm1pbmVzc29AZ21haWwuY29tf=
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    > .
    > NAML
    > <http://hec-ras-help.1091112.n5.nabble.com/template/NamlServlet.jtp?macro=
    =3Dmacro_viewer&id=3Dinstant_html%21nabble%3Aemail.naml&base=3Dnabble.naml.=
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    –047d7b10c8896ad0cd051bf5526a
    Content-Type: text/html; charset=UTF-8
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    I would have said "across the channel".
    Yes of course, the only thing is that the file is too large to upload on th=
    e blog, so I can only share it by other way, such as we transfer. I could d=
    o it tomorrow at office.

    Il 28/Lug/2015 22:24, "Jose A. [via HEC-RAS=
    Help]" <[email protected]> ha scritto:

    er-left:1px #ccc solid;padding-left:1ex">

    Could you post the working HEC-Ras file?=C2=A0 It would be interesting to =
    have a look at it.

    =09
    =09
    =09

    If you reply to this email, your message =
    will be added to the discussion below:

    http://hec-ras-help.1091112.=
    n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-tp1754p1868.html


    =09
    To unsubscribe from Create a 2D Flow Area in HEC 5, click here.
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    –047d7b10c8896ad0cd051bf5526a–

    July 29, 2015 at 2:50 pm #9408
    simone minesso
    Participant

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    Date: Wed, 29 Jul 2015 11:50:02 +0200
    Message-ID:
    Subject: Re: Create a 2D Flow Area in HEC 5
    From: Simone Minesso
    To: “Jose A. [via HEC-RAS Help]”
    Content-Type: multipart/alternative; boundary=001a1140c18ab971a6051c0082a6

    –001a1140c18ab971a6051c0082a6
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    Hi Jose,
    if you tell me your right email address I’ll send you the project.

    2015-07-28 22:29 GMT+02:00 Simone Minesso :

    > I would have said “across the channel”.
    > Yes of course, the only thing is that the file is too large to upload on
    > the blog, so I can only share it by other way, such as we transfer. I cou=
    ld
    > do it tomorrow at office.
    > Il 28/Lug/2015 22:24, “Jose A. [via HEC-RAS Help]” < > [email protected]> ha scritto:
    >
    >> Could you post the working HEC-Ras file? It would be interesting to hav=
    e
    >> a look at it.
    >>
    >> ——————————
    >> If you reply to this email, your message will be added to the
    >> discussion below:
    >>
    >> http://hec-ras-help.1091112.n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5=
    -tp1754p1868.html
    >> To unsubscribe from Create a 2D Flow Area in HEC 5, click here
    >> <http://hec-ras-help.1091112.n5.nabble.com/template/NamlServlet.jtp?macr=
    o=3Dunsubscribe_by_code&node=3D1754&code=3Dc2ltb25lLm1pbmVzc29AZ21haWwuY29t=
    fDE3NTR8LTMwMjY1MDQy>
    >> .
    >> NAML
    >> <http://hec-ras-help.1091112.n5.nabble.com/template/NamlServlet.jtp?macr=
    o=3Dmacro_viewer&id=3Dinstant_html%21nabble%3Aemail.naml&base=3Dnabble.naml=
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    Aemail.naml-instant_emails%21nabble%3Aemail.naml-send_instant_email%21nabbl=
    e%3Aemail.naml>
    >>
    >

    –001a1140c18ab971a6051c0082a6
    Content-Type: text/html; charset=UTF-8
    Content-Transfer-Encoding: quoted-printable

    Hi Jose,

    if you tell me your right email address I&#39=
    ;ll send you the project.=C2=A0
    <= div class=3D"gmail_quote">2015-07-28 22:29 GMT+02:00 Simone Minesso <[email protected]>:

    ote" style=3D"margin:0 0 0 .8ex;border-left:1px #ccc solid;padding-left:1ex= ">

    I would have said "across the channel".
    Yes of course, the only thing is that the file is too large to upload on th=
    e blog, so I can only share it by other way, such as we transfer. I could d=
    o it tomorrow at office.

    Il 28/Lug/2015 22:24, "Jose A. [via HEC-RAS=
    Help]" <[email protected]> ha scrit=
    to:

    in:0 0 0 .8ex;border-left:1px #ccc solid;padding-left:1ex">

    Could you post the working HEC-Ras file?=C2=A0 It would be interesting to =
    have a look at it.

    =09
    =09
    =09

    If you reply to this email, your message =
    will be added to the discussion below:

    http://hec-ras-help.1091112.=
    n5.nabble.com/Create-a-2D-Flow-Area-in-HEC-5-tp1754p1868.html


    =09
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    –001a1140c18ab971a6051c0082a6–

    July 29, 2015 at 9:30 pm #9409
    Jose A.
    Participant

    I send you my email via direct message this morning.

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