Dear All,
I am new to CE-QUAL-W2, and trying to generate bth.npt file. I understand WMS and AGPM can be used to generate this file for reservoir. E.g. WMS uses elevation - volume curve method to generate segment widths for different depth.
My questions:
- what to do with sloping riverine system. The elevation - volume curve method may not be appliable, since it relies on cells are vertical, not perpendicular to the sloping direction. Then how can I generate one bth.npt file for sloping river system?
- When do I have to use a slope for each branch? e.g. my average slope is 3 X 10-4 along the river, can I use flat bottom instead of a slope?
Thanks for your reply,
Hailiang
Bathymetry for rivers
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