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The Spatial Analyst Hydrology tools can do this. Also, there is a more complicated set of tools called Arc Hydro. You must have Spatial Analyst for both options. The link below my signature has information about Arc Hydro. You have to download it (free) from the ESRI ftp site. Then in stall it ... and go through a learning curve ...
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01-09-2014
01:46 PM
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I get this error when I am working on a project that is on the network drive. Try moving the rawdem and other layers to you local drive if you are working over the network now. See the link under my signature for other solutions to Arc Hydro problems.
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01-08-2014
06:51 AM
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You can get the slope of all cells in a raster using Spatial Analyst Tools.tbx\Surface\Slope. If your stream layer exactly follows the stream you would get if defined by the raster (they don't always), you can create a raster from your stream layer (Conversion Tools.tbx\To Raster\Feature to Raster). Then use the the Con() function to make another raster that only has the value from the slope raster where the stream raster exists (is not Null).
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01-07-2014
09:46 AM
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Glad to help. You can find other Arc Hydro helps via the Arc Hydro Problem Solvers thread at https://community.esri.com/message/45017#45017.
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12-27-2013
07:39 AM
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A related post about BatchPoints. http://forums.arcgis.com/threads/99711-unable-to-reset-BatchPoint?p=354325&viewfull=1#post354325
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12-27-2013
07:36 AM
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My experience with Arc Hydro is that it uses default names as much as it can. For example, the "agreestream" layer or "rawdem" are defaults. If they exist in the mxd, they will be "grabbed" when a Arc Hydro process is started. You can use another layer for the BatchPoints. If, however, you are trying to use the Batch Point Generation tool, it will create the layer with the name "BatchPoint" since that is the default name. One way around this is to copy the BatchPoint layer to another layer. This will have all the right fields for Arc Hydro to use. Then, delete the BatchPoints layer and start again. You will then have two layers with batch points, but different names. You should be able to use either one in the delineation processes. You can add points to these without having to use the Batch Point Generation tool. You just have to populate the fields manually, which is easy. I have often saved the BatchPoint layer from the geodatabase to a normal feature class so that I can start my Arc Hydro process over by deleting the geodatabase and raster folder altogether. It gives me a fresh start on an Arc Hydro project w/out loosing the work I went through in setting the batch points. After I create a "dummy" batch point using the Batch Point Generation tool, I just delete that point and copy the saved points to the new BatchPoint layer. HEC-GeoHMS has a tool for importing batch points. It can be used without starting a GeoHMS project. It has come in handy at times. Hope this helps.
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12-27-2013
07:31 AM
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If you inadvertently select another feature on another layer the delete won't work. Make sure no other features on other layers are selected.
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12-27-2013
07:03 AM
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The BatchDone field in the BatchPoint layer can be calculated to zero using the Field Calculator. This "resets" them so you can use the same points again in the Batch delineation functions. I use this when I want to move the points around and redo the delineation.
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12-27-2013
06:59 AM
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One of the Arc Hydro processing steps creates Drainage Points. This gives you two points near each junction. They are not on top of each other. The other thought I had was to use Data Management Tools.tbx\Features\Feature Vertices To Points to created points at the ends of each line feature. The assumption here is that the upstream end of your stream polygon is snapped to the downstream end of the next polygon. To eliminated duplicates (points on top of each other) use Data Management Tools.tbx\General\Delete Identical w/o specifying any fields to compare.
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12-23-2013
07:42 AM
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Can you please tell me how it will that help me delineating the water for the culverts?? Thanks 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.
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12-20-2013
10:34 AM
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One of the ESRI base maps might have enough detail for you. See image that shows the toolbar you can use to get them. They load over the internet and can be slow, so zoom to your area first.
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12-20-2013
09:55 AM
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Do you have a contour map that you can compare you GIS results to to see if the GIS results are reasonable?
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12-20-2013
06:59 AM
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The Con() function can be tricky. There are helps online from ESRI. http://resources.arcgis.com/en/help/main/10.1/index.html#//009z00000005000000 I tend to migrate to the Raster Calculator in Spatial Analyst. If you double click on functions, operators, and layers and it make sure there are spaces in the right places in the syntax. I do this seldom enough that it is always a bit of trial and error for me. I have modified the SA tool bar to have the Raster Calculator icon on it for easy access instead of finding it in the toolbox, though I think it works the same either way.
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12-18-2013
12:55 PM
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Is it possible for ArcHydro to bring pipe size, slope, friction coefficients into an analysis to model capacity constraints? If I calculated how much water a storm inlet (or series of inlets) were to capture for say a 100 year storm, could ArcHydro analyze if the downstream pipe network can handle it? Or is this beyond the scope of ArcHydro at this time in its development?. Arc Hydro does not do pipe or channel capacity calculations. It's main purpose is to delineate watersheds and gather geographic measurements of watersheds for further calculations elsewhere. The Arc Hydro/SA/HEC-GeoHMS tools can be further used to collect agregated information such as infiltration rates supplied via other data sets. These can then be brought into other software packages to do analysis. HEC-GeoRAS can help build in a HEC-RAS model that is used for channel capacity including culverts and bridges (though I don't think GeoRAS will extract bridge/culvert date from ArcMap.) There may be some third party software that works with the software above to perform hyrdaulic capacity calcs inside ArcMap, but I don't know of any specifically. I'm connecting a few dots and for storm inlet structures and pipes, I'm assuming you build the pipe into a sink with parallel walls on each side, ending the walls at the inlets/outlets to let the water in/out and creating what ArcHydro sees as a channel for the water? I don't normally bound the pipes with walls. This is just too much detail for my use. If you want to try this you need to take into consideration that the DEM grid does not parallel the curb lines. Because of this, the distance your walls are from the pipe polyline will be important. It will likely be further from the curb line than you want. Also, if your DEM is as fine grained as you say, processing times will be multiplied. Mine are 10'x10' and large watersheds take time to process. See the link below my signature for tips on avoiding errors and saving computation time in Arc Hydro. The inlet catchment deliniation would likely be better done with a TIN or something.
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12-18-2013
12:47 PM
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Joshua, To do the trace you need a flow direction grid. If you have that, the Arc Hydro tool bar has a trace tool that draws a graphic line (not feature) along the flow path. You need Spatial Analyst (SA) for this. The graphic lines can be converted to features using a function in the Draw toolbar pull down menu and possibly some other tool. To get the flow direction grid, you have to process the a DEM. Arc Hydro or the geoprocessing and SA hydrology tools can be used for this. You may need to Recondition the DEM (Arc Hydro term for when you "burn in streams" to eliminate bridges that "block" the stream in the DEM.) You may also need to "build walls" where the DEM watershed boundary is not well define by the DEM (very flat areas and/or low-res DEM). You will need to fill in the "sinks" so that every internal cell of the DEM has a cell next to it that is lower than it that will allow the proper determination of the flow direction along the surface and the flow path will not stop mid watershed. To burn streams and build walls simply using SA, you have to create polylines for the streams and walls, convert each of them to rasters and then subtract the stream raster from the DEM and add the wall raster to the DEM. I suggest using a large number for the stream raster value (1000) and a small number for the wall raster value (100), this way when you build a wall after burning the streams, any stream that have to go through walls will not be "blocked" when you do the fill sinks function. The stream and wall values don't have to mimic reality. You are looking to get the flow direction right, not the elevation. If you want the right elevation, go back to the DEM. One tip is that you only need to burn stream when the DEM ill defines or miss defines a main flow path that you know for certain exists. You can burn streams where underground storm drains exist. You can burn streams through bridges or culverts on creeks. You don't have to burn streams where the DEM defines them well. If you burn streams where the DEM defines them well, your stream polyline could end up poorly representing the stream. Likely more than you asked for.... Hope this helps.
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12-17-2013
07:20 AM
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