Welcome to the RAS Solution Forums HEC-RAS Help HEC-RAS problem outflow culvert

Viewing 1 post (of 1 total)
  • Author
    Posts
  • #6913
    crowek
    Participant

    Hi,

    I’m modeling on RAS a bridge on a left tributary of the Arno river: the river Pesa (which has a very high water flow especially in the terminal sections due to high basin generosity and inability of outflows).
    This bridge is made up of: above a bridge (thickness 1m) with an arched shape (very lowered),
    inferiorly by a further arch (of variable thickness from 1.8 m at the ends to 1m in the middle) the bridge has neither batteries nor shoulders , the lower arc is inserted, at a given height, on the vertical end banks,
    the bridge rests, on the middle, on the lower arch; there are therefore some areas (aldisotto of the deck, at the ends of the bridge) where it is possible that the water flows.

    For More Details:-
    Video content production agency

    Thanks!

Viewing 1 post (of 1 total)
  • You must be logged in to reply to this topic.