Search results for query: *

yeah, that's what I thought. Thanks for confirming, Gbam!

Hello guys, Just a quick question, I am running HEC-RAS for different design storms (2 Year to 100 year). Question is: Does the HEC-RAS model gives the culvert capacity as output? Or, does it just compute the culvert flow ("Q") for those design flows? BY CULVERT CAPACITY, I mean - maximum...

thanks guys. Really Appreciated.

Hello All, Q1: If I were to use "Timmins Storm" as regional storm, would I use AMC-2 or AMC-3 in HEC-HMS module? Q2: What are the difference between HYMO based models like OTTHYMO/SYMHYMO and models like HEC-HMS? thanks.

Will do it soon. I am out in the field today. But I believe SMIAH's advice would work. I don't think connecting with dummy reaches would be needed. Moreover, if you connect it with dummy reaches/river, then XS and boundaries would be needed for the dummies! anyways, will upload the pdf early...

SMIAH, Is it discussed in User Manul or Ref Guide? I still didn't find the multiple reach (non-connected) option in "Main Menu/Edit/Steady Flow Data". BUT, I will post more detailed message soon..

Thanks. Yes, I have 5 reaches. I am still confused, but I will try running it soon. PS: I got here - Main Menu / Edit / Steady Flow Data --> Whats next?

SMIAH, I have geometry imported from GIS. And I have 5 reaches, which are not connected to each other, flowing in different directions actually. I still can't follow the step you mentioned. Sorry, if my question is simple. I am new!! How dO I set 1 river 5 reaACHES?

Thansk SMIAH. Can you be a bit more detailed? like how?

Hello everyone, My Question is: I have multiple reaches, but they are not connected to each other. Can I still model them in One HEC-RAS model, or do I need separate HEC-RAS model for each reach? They are part of one Main River though... and I am doing floodplain analysis! I am not sure how...