You should burn the DEM with your river network too.
Regards
no, I didn't even know there was such a process.
I was wondering if I need to clip my DEM to my watershed area. Can it be too large?
What is the sink fill process? I just used the Spatial Analyst watershed tool. I think when it processes the DEM to get the flow direction there is some kind of problem.
Are you following a process that includes filling in the sinks?
I am trying to delineate subwatershed from a DEM. The results are quite wonky. I suspect that when it calculates the flow direction it is coming up with erroneous results. The flow direction grid looks weird.
I've tried using a variety of point data, even so much as turning my stream arcs into points and I am getting stripes, and areas that don't look anything like watersheds.
This will help you by checking your assumption that the watershed coming out of the processing is too big. Maybe its not.In the old days, watershed were delineated by hand using contour maps. A contour map of the area, however old, should be somewhat consistent with a modern day DEM. If I have a watershed that looks "wonky" I will use some other data source to check it against. Contours are a good start. The rules are that the watershed boundary must cross the contours perpendicularly. Flow direction is also perpendicular to the contours. If you have a GIS generated watershed, it should overlay on the contours (polylines or image) and the watershed boundary should cross the contours perpendicularly. If not, something is wrong. I suspect this is elementary to you. There are docs online that explain this.I've attached an image of a recent project I did with the watershed boundaries plotted over Topographic basemap layer from ESRI.
Can you please tell me how it will that help me delineating the water for the culverts?? Thanks
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