I've started a practice that seems to make many errors/crashes go away.Layers/rasters needed for Arc Hydro are:
*I do work all over my County and so have county-wide "master" geodatabase for these that I use on all my Arc Hydro Projects.
If I have these layers, I can recreate the hydrologically correct DEM (HC DEM) anytime I want and re-delineate the watersheds.
So my practice is this: As I'm developing my HC DEM, and have to modify the agreedem, innerwalls, outerwalls layers, I can save the BatchPoints to my project folder and then delete the geodatabase and folder with rasters in it (Target Locations). This starts everything fresh and new. Then I can use model builder to reprocess the watersheds. When I'm ready to re-delineate the watersheds, I copy the BatchPoints into the geodatabase and set the BatchDone value to "0".
I run the watershed delineation, etc. via the Arc Hydro menus though I could possibly do this via Model Builder also. Since I've started doing this (and following solutions in the postings above on this thread), my crashes and errors have all gone away! Here is the ModelBuilder model for my latest project. I don't use outerwalls on this project, but that could be added.
[ATTACH=CONFIG]18585[/ATTACH]
Hello Mark and anyone else,
I am having working on a project delineating HUC12 watersheds to HUC14s, and I keep having this error occur that prevents me from creating proper BatchPoints. From what I can tell, the issue is because of the Str and StsLnk layers not forming a closed line (as seen in my images below), this causes more problems because the map acts like the stream ends at that point, rather than continue on to the joining section.
Any ideas for how to approach this? Thanks,
Sam
Hey Mark,
Wanted your opinion on something:
I am working on a hydrological modeling project in a relatively mixed agricultural area using a 10m resolution DEM captured via Radar. The study area is topographically diverse, covering both flat agricultural plains and the more rugged, incised valleys.
I am using the ArcHydro DEM Reconditioning tool to burn in a vector watercourse layer. I’m trying to find the right balance for the AGREE algorithm parameters to ensure flow consistency without over-distorting the terrain.
I am currently considering these parameters:
Number of cells for stream buffer: 3
Smooth drop: 5
Sharp drop: 30Any suggestions on how to set these parameters would be really appreciated.Also, are there any documentations on how to set these values for diverse terrain?
Signed in members can post, follow updates, and more. New here? Register a free account.
Find useful guides, FAQs, and documents to help you navigate and make the most of Esri Community.