|
If you can get the dambreak unsteady flow to run with tributaries, good luck! maybe what your seeing is reverse flow up the tributary when the dam breaches? the breach flow should be significantly higher than the trib flow, so a reverse flow would occur. is it necessary to have the tributary in the model? is it large enough to take a significant amount of the dambreach flow as storage? if it is a small channel and the dam is on the main channel, you can probably lop off the tributary. if the dam comes from a small channel tributary and flows into the main river channel, then the dam breach flow would go both directions...up and down river. i had a model that had a situation like this, and i couldn't get it to run without crashing, so i removed the upstream tributary and modeled that as an off-channel storage with a side-channel weir. the weir was the overbank profile of the side valley to my model's "main channel" and the storage area was the planimetered contours of the up river valley, so as the floodwave progress water was able to flow into the storage area then out of the storage area as the floodwave receded. of course, you may not need this kind of detail to you model, and you might want to just eliminate the tributary. without actually seeing your model, that is about all i have to tell you. hope this helps.
|