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Certainly the GP service can be used by multiple users. Each time the GP service executes a new job is created on the server. So no conflict there. What do you mean by the same "mxd"? Are users actually opening the same file on a network somewhere?
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03-09-2017
08:58 AM
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The Z will not differ, that's part of the geometry. And as regards which V datum the data is actually based on that will only be known by the source. Depending on the history of the data (perhaps it's capture date), you may be able to guess. National Geodetic Survey - Frequently Asked Questions FAQ
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03-08-2017
11:02 PM
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1093
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And the last 3 lines also at the same indentation level as the if:
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03-07-2017
11:29 PM
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2346
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Firstly try and run this as a script in IDLE or pyscripter or something. You have the indentation wrong. The line starting else: Should be at the same level as the if: Indentation in python is a crucial part of the language syntax. Try doing a bit of reading up on python first.
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03-07-2017
11:28 PM
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1
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2346
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You could do this with an update cursor and a dictionary, something like this... data_dict = {}
with arcpy.da.UpdateCursor(fcName, ["Unique_no", "Code"]) as Cur:
for row in Cur:
if row[0] in data_dict:
# increment counter
data_dict[row[0]] += 1
else:
data_dict[row[0]] = 1
# update code
cnt = dat_dict[row[0]]
row[1] = cnt
Cur.updateRow(row)
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03-07-2017
10:51 PM
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WKID 3857 and 102100 are actually the same thing, just a historical difference. https://community.esri.com/thread/9351
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03-07-2017
11:46 AM
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0
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1388
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In your 2nd shapefile, those extent values look nothing like the extents in the first (very small numbers). I would suggest the the second one is not in fact actually in a projected RD_New system, but has simply been defined like that. It looks to me as if the actual coord sys is really GCS (geographic)
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03-07-2017
11:37 AM
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2
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1685
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GP services can be quite tricky.... Just had a very brief look at your code. I do not see where it is returning anything? Where is the output to go back to the client. And if this is a table, how is the client supposed to use it? And BTW I don't think you need coords specified down to the sub-atomic level. xy = (414038.9985242901,130874.00962267019)
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03-06-2017
11:52 AM
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1
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2832
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Although I know nothing about Java or whatever language, this looks to be the wrong way round : GeometryEngine.project(37.6, -122.5, spatialReference); I think that should be -122.5, 37.6
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03-06-2017
03:32 AM
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1
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0
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1388
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A bit of feedback on this. So, reported this error to esri-SouthAfrica and it was forwarded to Redlands. Did get a response and some ideas to check, similar to the suggestions here. And, of course they wanted the tool and some data to try and replicate the problem, fair enough. So, I started to rebuild my tool from the ground up, slowly adding bits from the original. Guess what.... It worked, no more error 010240..... One of those great mysteries in life I suppose. A problem that I was battling with for 3 days or so, just disappeared. So, if in doubt, start again.... Thanks to all for your input here.
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03-03-2017
02:05 AM
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2
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4847
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As far as i can see, PolygonToRaster is doing exactly what it says on the box. Your ID is the Value column. There are many reasons (like multiparts) why the Value column will not be the same as the OID in the attribute table
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03-03-2017
01:43 AM
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2715
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Also curious... "have a multi band Raster DEM" A DEM raster is normally single band, you only have one elevation surely?
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03-03-2017
12:35 AM
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1
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1
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2145
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It sounds like you are going in "via the back door" to delete database content. Can be pretty dangerous. Why not use the normal ArcCatalog interface to do this sort of maintenance.
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03-01-2017
11:32 PM
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1
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2115
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Yes, when I am creating raster from whatever source, I always explicitly set the extents to be exactly the same, as well as setting the snap raster. To get the extent, just view the input data in ArcMap, then draw a graphic box around it using the draw tools. Then edit the starting points and width/height to exact meters (or whatever unit you data is in). Obviously this also has to take in what cellsize you want.
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03-01-2017
11:26 PM
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2237
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Yes, dozens of questions. LAS, has it already been classified, ground, non-ground, etc etc. Have you looked at the LAS to see if there are some unwanted spikes. This happens quite a lot. Classifying LAS can be a bit of a black art. If LAS to Raster, which also offers IDW, NN interp, and options on how to fill holes. If you want to specifically test Kriging (why), IDW etc, then load the LAS into a point feature and go from there. But also use the LAS dataset tools to do a bit of QC on the LAS first.
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03-01-2017
11:18 PM
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