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Subject	Replies	Date
Have a 4-span bridge w/ slopping abutments. Have resulting W.S. Elev for 100 Yr and 500 Yr on the abutments, but upon running the Scour I do not get a...	0	10/8/2018
Is HEC-RAS (steady state) able to adequately model a split flow (flow optimization) with 2 additional splits further downstream? The flow splits will ...	0	9/11/2018
I tried to simulate the transport of a sand dune in a rectangular channel by the equation of Hansen England through HECRAS I did all the steps, but I ...	0	11/11/2016
I need some information on using HEC RAS sediment transport.	1	11/11/2016
How much effective HEC-RAS is in planning flood risk management?	0	1/31/2016
Hi I’m trying to model an open channel system which discharges via a culvert with a flapgate into the sea using HEC-RAS v4.1.0. I want to do an u...	0	12/18/2015
Hello! I got questions about HEC-RAS. 1700 Xs A Hydrograph of 10 years, Flow Duration 1 day A barrage at the upstream end 3 tributaries (only ...	0	7/25/2014
Steep stream, partial as free fall - how Hec-Ras 3.1.3 handle such case	0	10/6/2013
Is it still alive?	0	8/4/2013