Friday, August 9, 2013

SWMM 5 Culvert Data from FHWA, HDS No. 5, Hydraulic Design of Highway Culverts, 1985

Subject:  SWMM 5 Culvert Data from FHWA, HDS No. 5, Hydraulic Design of Highway Culverts, 1985

If you use the culvert option in later versions of SWMM 5 then when the inlet control equation flow is less than the computed St Venant flow then the FHWA equations will be used for the current iteration in the SWMM 5 Dynamic Wave Solution.



at
Labels:

No comments:

Post a Comment

Subscribe to: Post Comments (Atom)

RTK SWMM5 Import to ICM using ODIC

  Object Fields Import Fields Default Values RTK hydrograph ID ID Response ratio R - short term RFVOL_EFF 0.050 Time to peak T - short term ...