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  • in reply to: 2D connection inside one vs connecting two flow-areas #12942
    Luis Partida
    Participant

    Yes^^ I recommend using dummy 2D inline structures if you are looking for the best results. Just do a weir with a height of 0.01-ft above the terrain. Make sure you either use the 2D equation or drop the weir coefficient to 0.2 or lower if you expect complete submergence

    in reply to: How to remove a 2D flow area and connect 1D reaches again? #12908
    Luis Partida
    Participant

    Im aware of that 1D method, however you are not dealing with a 1D complete model. You have a 1D2D model that you are looking to remove the 2D area and combine reaches. There is no easy or quick way to do this.

    in reply to: Negative Area in Subroutine Convey at bridges #12903
    Luis Partida
    Participant

    I have gotten this a couple times and its SO annoying and I still don’t know the actual cause. You can try deleting the .hdf geo file and try re running. The only other option I completed was continue deleting bridges until the error no longer exists then re adding them one by one and re running after each

    in reply to: 2D model ran too fast? #12905
    Luis Partida
    Participant

    Its your computational interval of 1 hour. Reference your cell size to come up with a more appropriate computation interval and that will increase your run time. This is based on the courant criteria

    in reply to: How to remove a 2D flow area and connect 1D reaches again? #12906
    Luis Partida
    Participant

    Theres no real easy way to do this other than extend all the reaches and create a 1D junction and additional cross sections. Then make sure to update the flow distribution.

Viewing 5 posts - 121 through 125 (of 125 total)