Showing posts with label All Possible Culverts Example Model in SWMM5. Show all posts
Showing posts with label All Possible Culverts Example Model in SWMM5. Show all posts

Saturday, August 3, 2013

All Possible Culverts Example Model in SWMM5

Note:  Attached is an example SWMM 5 model that has all 57 culvert types possible in SWMM 5 in one model.  The culverts are 57 small individual networks consisting of an inflow node, an upstream open channel, upstream node for the culvertculvert link with culvert code, downstream node of the culvert, downstream open channel and finally an outfall node.  The culvert code and the shape of the culvert determine which FHWA equation is used to determine the flow INTO the Culvert during the simulation:

1.   The flow from the St Venant Equation or
2.   The flow from the FHWA equation

The minimum flow is used by the program. 


Saturday, September 17, 2011

All Possible Culverts Example Model in SWMM5

Note:  Attached is an example SWMM 5 model that has all 57 culvert types possible in SWMM 5 in one model.  The culverts are 57 small individual networks consisting of an inflow node, an upstream open channel, upstream node for the culvert, culvert link with culvert code, downstream node of the culvert, downstream open channel and finally an outfall node.  The culvert code and the shape of the culvert determine which FHWA equation is used to determine the flow INTO the Culvert during the simulation:
 1.   The flow from the St Venant Equation or
2.   The flow from the FHWA equation
 The minimum flow is used by the program. 



all_culverts.inp Download this file

All Possible Culverts Example Model in SWMM5

by dickinsonre
Note:  Attached is an example SWMM 5 model that has all 57 culvert types possible in SWMM 5 in one model.  The culverts are 57 small individual networks consisting of an inflow node, an upstream open channel, upstream node for the culvertculvert link with culvert code, downstream node of the culvert, downstream open channel and finally an outfall node.  The culvert code and the shape of the culvert determine which FHWA equation is used to determine the flow INTO the Culvert during the simulation:
1.   The flow from the St Venant Equation or
2.   The flow from the FHWA equation
The minimum flow is used by the program. 

The Goal of SWMM5 Input Files

 ðŸŒŸ SWMM5 (Storm Water Management Model 5) is a widely used urban hydrology and hydraulic modeling software developed by the United States E...