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I cannot thank you enough for your help!

You ROCK!!!!!!!!!!!!!!!!!!!!!!!! I cannot thank you enough. While I have been trying to make this work, I have started entering info into HEC-HMS in order to create a breach hydrograph which I will import into my HEC RAS model incase the HEC RAS dambreach doesn't work. I have entered all the...

I selected move object and moved the center of the storage area over the upstream node and did the following: rt clicked node..nothing lft clicked node..nothing unchecked the move object and then clicked the node..also nothing am I missing a step?

DamEng1.................My actual project is already entered as a steadyflow tributary with several cross sections, culverts, etc. Is there a way to start a new geometry with the storage area..then add the large cross section reach file to the new geometry ? Could it be accomplished by adding...

Thank you so much!

Usually, I run the dambreach using multiple sections through the reservoir. However, I cannot get the program to run so I am trying the level pool option. I have a working sample model where the SA is connected to the reach..(no lateral structure) When I asked the individual that set up the...

I am trying to run a dambreach model and need to attach a storage area to the upstream end of reach/cross section. I have a sample problem that is already set up that way. The storage area editor shows a storage area - cross section connection. I have tried several colleagues and no seems to...

usually the existing conditions CN for a natural site is in the vicinity of 55 for wooded and thick brush

How do I plot VOLUME vs time using the outflow hydrograph from a detention pond using the HYDRAFLOW software?