AutoCAD Civil 3D :: Importing DEM / ADF File - Program Becomes Unresponsive And Locks Up
Dec 9, 2013Each time I attempt to import a USGS .adf file the program becomes unresponsive and locks up
approx 450,000KB in size
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AutoCAD 2013 :: Program Goes Unresponsive And Then Crashes
Jun 7, 2012I'm in Autocad if I use the "open" command and go to a file directory there are several subfolders that we have to save drawings in before we make changes to them. If I copy and paste from one folder to the next while in the open dialog box it copy the file fine but the next time I try to open any drawing file the program goes unresponsive and crashes.
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Dec 18, 2013I get the following error when I try to import a comma delineated CSV file into Geotechnics 2013. When I first ran Geo technics I received 15 errors. I made changes to the csv file and now I get 15 errors in a different location.
I've included the 2 CSV files.
Example of the error message.
Error 0 The CSV appears to be corrupt near record '332' field '3 at position '1044'. Current raw data : '
1020 SB,29,34,GRAVELLY SAND medium grained gray waterbearing medium dense
1020 SB,34,36.5,GRAVEL WITH SAND gray waterbearing medium dense
1020 SB,36.5,41.5,GRAVELLY SAND medium grained gray to brownish gray waterbearing loose to medium dense
1020 SB,41.5,52.5,SAND WITH GRAVEL medium grained gray waterbearing medium dense
1020 SB,52.5,58,SAND a little gravel fine to medium grained brownish gray waterbearing medium dense
1020 SB,58,63,SAND WITH GRAVEL medium to fine grained gray waterbearing dense a lens of fine grained sand with silt
[code]...........
AutoCAD Civil 3D :: Importing Point From Text File
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Aug 27, 2012I am having trouble importing a field book file.......I click the option to import survey data, verify the survey database then select the field book option but at that point Civil 3D does not alow me to browse to select a field book file.
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Apr 7, 2013I am having trouble processing point code to correctly string the survey points. I have tried three methods of coding and each method has a draw back which isn't really acceptable to me, as it either means more work in the field or more work in the office.
Method 1: I code my points TOP 1 B, or TOE 2 or NS.
When doing this method the survey points don't string correctly. Because of the space delimitation inbetween TOP & 1 Civil3d only recognises the code TOB and doesn't pay attention to the string number. So all the points with the same code get stringed regardless of the string number. Please see file "TOP_1_B_CODE_STYLE.png" and you will see that TOP 1 E strings to point TOP 2 B.This will create a lot of work in the office breaking all the survey figures so they appear correct.
Method 2:I code my points TOP1 B, or TOE2 or NS. When doing this the points don't get coded correctly. Because the code is TOB when I import a point with the code TOB1 it doesn't recognise the code, and puts the point on the default layer 0. Please see file "TOP1_B_STYLE.png" and you will see all of the TOP1 and TOE1 are white and one layer 0. This will make a lot of office work changing points to the correct layers.
Method 3: I code my points without a string number, and only pickup one line at a time. So I would start picking up a toe of bank by TOE B then finish it on TOE E. See file "TOP_B_TOP_E.png" to see the result.
This does get the result I want but it really makes field work procedures slow. It would be very frustrating doing a detail survey of a road and having to walk each individual breakline.
I want to be able to use Method 1 but to have all points get stringed correctly. I have read a pretty good post about this here where the outcome is that all points should be put on layer 0 by default (I can't find it again though!). For me though that isn't a very good option as I often have both design and asbuilt in the same drawing, and need to be able to turn off groups and not have the associated points left on my screen.
AutoCAD Civil 3D :: Importing ESRI ADF File Lands In Wrong Location?
Jul 7, 2013I have a Civil3D file with Drawing Settings = WGS84 UTM-Zone44 North Map3D coordinate system = WGS84 UTM-Zone44 North a USGS DEM from HYDROsheds data set (tile = N40E80) also note this DEM is a folder of multiple ADF files when using FDO provider the DEM comes in just fine but it lands in the wrong location thousands of kilometers away.
When I load the same shape files into ArcMAP10 with spatial reference as WGS84 UTM-Zone44 North everything lines up perfectly.
The header prj.adf file is this:
PROJECTION GEOGRAPHIC
UNITS DD
DATUM WGS84
PARAMETERS
so how do I make it come into Map3D correctly?
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Is there some way to have it open without syncing?