Design-Sturmflut in GIS Pro

maryk43

Hallo,

ich versuche derzeit, Design-Sturmfluten (10-, 50-, 100-Jahres-Stürme) in GIS Pro zu modellieren. Ich habe die ArcHydro-Tools (und Spatial Analyst>Hydro) gelernt, und das ist wirklich hilfreich, aber es ist noch ein Schritt entfernt davon, dies in eine Design-Sturmflutkarte umzuwandeln. Idealerweise möchte ich diese Sturmflut modellieren, ohne das Programm wechseln zu müssen. Ich benutze GISPro und kann geoHec-RAS nicht innerhalb der GIS-Plattform verwenden. Mein Unternehmen arbeitet daran, auf die neueste Version von GIS Pro zu aktualisieren, die das Simulationstool enthalten sollte. Allerdings kann ich nicht finden, wie diese Niederschlagstiefe angewendet wird – wird sie mit einem Einheits-Hydrographen angewendet?

Gibt es irgendwelche Werkzeuge oder Prozesse, die ich übersehen habe und die für dieses Ziel hilfreich sein könnten? Vielen Dank an alle für eure Hilfe!

MarkBoucher

I come at this from the engineering/hydrologist side. I've been learning GIS and Arc Hydro as I go.

I don't know of any tools for ESRI GIS programs (ArcMap/ArcGIS Pro) that will take rainfall and transform it into runoff (flow). [aka rainfall runoff (RR) transformation ]. I found this article in a quick search but it is academic and may not be ready for real-world application:  

https://www.sciencedirect.com/science/article/abs/pii/S235293852100063X. 

 

If someone knows how to do all of the hydrology and hydraulic (H&H) calculations inside an ESRI GIS program, let everyone know.

 

In using GIS to do this in our agency below are the general steps I am aware of. I have done all of these, but not yet from start to finish on one project.

1. Use Arc Hydro to delineate watersheds and gather input parameters for HEC-HMS. (HEC-HMS has some GIS capabilities built in, but it does not seem to have fully functional GIS tools yet. For example, it will tell you what the centroidalflowpath distance is, but will not display the centroidalflowpath for you to confirm - at least that was my limited experience. It may be possible to do the whole watershed characteristics and RR transformation in HEC-HMS. HEC-HMS will also deal with routing flows through reservoirs and down long reaches of streams/rivers.
2. Use HEC-HMS to calculate the flows (hydrology)
3. Use GIS to create inputs for HEC-RAS, likely using GeoRAS. (HEC-RAS has some very good GIS like functions in a sub-application that is started w/in HEC-RAS called RAS Mapper. HEC-RAS is also needed to model bridges.
4. Run model in HEC-RAS. (hydraulics) HEC-RAS can run a 1D using (cross sections: cross sections can be input from survey information or cut from a terrain model. The careless use of a terrain model should be avoided. [caution: LiDAR based terrain of a creek under tree cover can be very poor.] or a 2D model using a terrain model [note same caution]. The model is run and the output can be in a put in a form (layer/raster) that is readable by ESRI GIS programs.
5. Add the HEC-RAS output into GIS.

We have created flows in HEC-HMS and, using the standard HEC-DSS format for the HMS output, read from the DSS file directly into HEC-RAS (1D model) to run an unsteady hydraulic model to evaluate the creek capacity.