AutoCAD Civil 3D :: Hydra Flow Custom Reports
Sep 6, 2012Where can I find all the column types that are found in the different report types so I can use them in custom reports.
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AutoCAD Civil 3D :: Hydra Flow Express Culverts - Negative Invert Elevation
Oct 27, 2012I am analyzing a culvert in a tidal zone which has an outlet invert level below the normal tidal range. The invert level of the culvert outlet is -0.520m, however Hydra flow Express Culverts will not allow a negative invert elevation to be entered.
View 2 Replies View RelatedAutoCAD Civil 3D :: 2013 Install Breaks Custom Reports In 2011
Jul 5, 2012We have 2011 installed have customized some of the .XSL reports in ProgramDataAutodeskC3D 2011enuDataReportsxsl
After installing 2013, the %ReportDir% variable for 2011 is pointing to the 2013 install, where the reports have NOT been customized. So when you run a report in 2011, it is using the XSL files in the 2013 location.
So the long and the short of it is the 2013 install broke our 2011 custom reporting ability.how to control the %ReportDir% variable in 2011?
[URL]
AutoCAD Civil 3D :: Flow Segment Label Using Total Flow Type Travel Time For Each Segment
Nov 27, 2012Flow segment label using total Flow Type travel time for each segment:
C3D 2014 SP1
W7x64; i7 8gb; Radeon HD 5700
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AutoCAD 2010 :: Customized Reports From Civil 3d
Mar 22, 2013Is there any option to customize the reports generated from Civil 3D 2011.
View 2 Replies View RelatedAutoCAD Civil 3D :: How To Create / Modify Reports
Dec 20, 2013How to create custom reports or modify existing reports using VBA. NET or other tool.
View 4 Replies View RelatedAutoCAD Civil 3D :: Printing Reports Using Different Web Browser Than IE?
Mar 15, 2013Is there any way of printing Autocad reports using a different web browser than IE? My computer has lost the use of IE so I've loaded Firefox. I can no longer access any of the reports. I use the reports mostly for point print outs but I have used some of the others as well. I'm using C3D 2009.
View 5 Replies View RelatedAutoCAD Civil 3D :: Accurate Cut And Fill Reports
Feb 8, 2013Making my cut and fill reports more accurate?
The main question I have is when should I delete lines in my surface, so if there is literature on how to manipulate surfaces created from survey data that would be perfect.
AutoCAD Civil 3D :: Reports Manager - Parcel Map Check
Jul 23, 2013How to customize the reports that Civil 3d can generate to my firms needs. I have figured out how to change the appearance and precisions to the most of the numbers, but i still can not figure out a lot. Currently i am working on the output of the Parcel Map Check Report. If you look at the attachment i have an Image of what i have been asked to generate and an excel file of what i have been able to generate. I need to figure out how to remove the "," from the coordinates and how to rearrange/ change font of the way some things come out.
View 4 Replies View RelatedAutoCAD Civil 3D :: Reports Manager - New Tools Not Saving?
Sep 5, 2012Using Report manager - Toolbox editor panorama I create a new parcel tool, in this case an xslt type, set up and can run it by right clicking the new tool while still in the panorama box. When I save it using the disk icon at the top of the page it does not show up in the Reports Manager toolbox. I refresh both boxes and still have a no show. Get out of the editor and still nada in the toolbox. I'm using C3D 2012 sp2 Win 7 64 bit. This report and setup acts correctly on a sister machine (32bit) C3D 2012 sp2 Win XP sp3.
View 1 Replies View RelatedAutoCAD Civil 3D :: How To Create Some Cross Section Reports
Oct 8, 2012I am trying to create some cross section reports. But I have noticed that none of the options available (Section Point Report, or any of the ones that use Sample Lines) will show any featureline information if it is not part of the region which is attached to the alignment chosen in the report.
For instance, I prefer to create my splitter islands as a seperate baseline (levels taken from a dummy surface) and add a simple kerb assembly to this. (So both are in the same corridor). My normal visual cross sections show the splitter island kerbs without issue. But the cross section reports do not.
I have a similar problem with some of the footways, which are created on a separate baseline. (I am working on car parks, where the footway surrounds the car park. So it is easier to create the footways seperately). The section reports do not pick up the footways, presumably because it belongs to a different baseline.......
I dont understand why a section report cant simply pick up any featureline it crosses??
Intel Xeon E31230 - 3.20 GHz
4.00 GB RAM
Windows 7 Professional - 64-bit
Nvidia Quadro 600 - 1GB DDR3
AutoCAD Civil 3D :: Subassembly Reports Wrong Elevation?
Jul 2, 2012How to replicate this? Add a vertical link to an assembly and have it target a profile for the elevation. In the section editor, check out the parameters of the link and see if it reports the correct elevation. Here's a video of what I did, how to do it in your own drawing: [URL]
Using C3D 2013 on Win 7 64.
Photoshop :: Custom Brush Flow In Curved Line
Oct 9, 2011How to make custom brushes flow in a curved line. For instance I created a thorn stem brush and it works if I use it in a straight line (A) but if I curve it, it goes out of shape (B)...
View 3 Replies View RelatedAutoCAD Civil 3D :: Parcel Reports To Show (reverse Curve)?
Mar 12, 2012I have edited the "GeneralLegalPhrasings.xml" file used for the parcel report "General_Legal_Description_for_Parcels".
Two issues: 1. it will not label a reverse curve properly....it shows them all as "compound curves". 2. A curve to curve is always shown as "NonTangent".
I've attached the .xml file (I only edited the imperial parcels - the second large group of <Metes>).
Quite simply, these two "types" below have the words "reverse curve" and tangent or non-tangent accordingly in the output phrase, but it only creates non-tangent compound reports.
Curve to TangentReverseCurve
Curve to NonTangentReverseCurve
This is the report from the parcel in the attached dwg file (notice the "curve to the left" -> "curve to the right" labelled as compound, and all non-tangent curve to curve):
From the POINT OF BEGINNING; Thence, North 90° 00' 00" West, 129.16 feet to a point for corner;
Thence, North 00° 00' 00" East, 100.00 feet to a point for corner, the beginning of a curve; tangent
Thence, 61.46 feet along the arc of a ____ curve to the right, having a radius of 39.13 feet, a central angle of 90° 00' 00", and a chord which bears North 45° 00' 00" East, 55.34 feet, to a point for corner, the beginning of a compound curve; non-tangent
Thence, 47.09 feet along the arc of a ____ curve to the left, having a radius of 29.98 feet, a central angle of 90° 00' 00", and a chord which bears North 45° 00' 00" East, 42.40 feet, to a point for corner, the beginning of a compound curve; non-tangent
Thence, 94.33 feet along the arc of a ____ curve to the right, having a radius of 30.03 feet, a central angle of 180° 00' 00", and a chord which bears North 90° 00' 00" East, 60.05 feet, to a point for corner;
Thence South 00° 00' 00" West, 169.11 feet to the POINT OF BEGINNING and containing 0.483 acres of land.
Civil 3D 2011
Windows 7 x64
AutoCAD Civil 3D :: Customizing Reports - South Azimuth Direction?
Jun 3, 2013is there maybe an error in the XSL?
Here is my alignment, correctly labelled in South Azimuth:
Before customising, the Alignment_Curve report gives me this:
AutoCAD Civil 3D :: Corridors / Sections & Slope Staking Reports
May 2, 2012It’s been drilled into me that we should keep Civil 3D Objects as separate as we can in the design process, thus minimizing data loss in case of corruption (or other some such disaster). So, our current workflow for our transportation projects is as follows:
Receive LandXML files of points, surface and existing CL alignment from surveyor.
Create a separate dwg for points which is then xref attached into our base model
Create dwg for EG surface, create dref
Create base model (existing conditions)
Create Roadway dwg, import LandXML of existing CL
Create design CL, dref
Create design profile, dref
Create Corridor dwg
[code]...
We are now being asked to produce slope staking reports, which require a “live” corridor and a SLG. Our current workflow doesn’t have both of these in the same drawing and since you can’t dref a corridor or a SLG, I'm forced to duplicate the SLG in the corridor dwg. Obviously copy/paste the SLG isn't an option either. I tried that, then exploding them down to polylines and creating a new SLG from the polylines, select them all, yeah, random creation.
Is the intended workflow to have the design corridor, SLG and all the section views in one drawing?
AutoCAD Civil 3D :: Reports Station Offset To Points Report
Feb 21, 2012When I Create a Station offset to points report, the points are out of order and it does not display all of the points.
View 2 Replies View RelatedAutoCAD Civil 3D :: Compute Materials Lists And Separate Cut / Fill And Material Only Reports?
Dec 5, 2012I need to run two reports one for Cut and Fill, and one for Materials (shapes). I would like two material lists for the same alignment and sample line group.
The process, setup the materials list for Pave, Base, and Subbase. Generate report, delete list and setup for Cut and Fills, run the report. You do this over and over. Autodesk please add a way to save and import these setups, and a way to create multiple lists for each alignment and sample line group.
Note: Why the Civil 3d default for the interlude into the actual Compute Materials dialogue is Pave, Subbase, Base is beyond me, could someone tell the programmers that Subbase is generally below Base. Each time I have to delete the CIvil 3D defaults and redo this step.
AutoCAD Civil 3D :: Constant Flow In SSA?
Dec 11, 2013I have a client that wants to put in a constant flow into an inlet and have SSA calculate the HGL downstream of that (as well as add additional flows at additional inlets). Is there a way to do this? I tried adding an "Initial flow" to a pipe but after running the analysis, that flow wasn't the peak of the pipe (I used 1cfs for the initial flow and the peak was 0.77 cfs).
View 6 Replies View RelatedAutoCAD Civil 3D :: Peak Flow During Analysis
Mar 2, 2012I am modeling an existing storm system that is under capacity. After running the model, some of the flows seem to be incorrect. I have one section that has a known flow of 1.31 cfs. The results for this pipe section shows 28.82 cfs (peak flow during analysis) and 6.06 cfs (design flow capacity). The pipe section is a 15" with constructed slope of 0.0088 ft/ft. The max velocity attained is 23.48 ft/sec. I know that the downstream is undersized. Could this flow rate be caused by the downstream backflows? The model is setup as hydrodynamic and rational method. My inertial terms are set at ignore, time step = 0, junction surface area = 0 and variable time step with safety factor 75%. I have gutter bypass flows and my sag structures have ponded area set at 100.
View 8 Replies View RelatedAutoCAD Civil 3D :: Settings To Reverse The Flow Of A Pipe
May 8, 2012where the setting is to reverse the flow of a pipe. I have the flow arrow shown in the wrong direction plus am showing a negative slope on a pipe, which should never be done.
View 9 Replies View RelatedAutoCAD Civil 3D :: Huge Subdivision Work Flow
Mar 15, 2013I have a huge subdivision that we are about to do in civil 3d. The subdivision has over 1800 lots. I am wondering what is the best way to go about this. At the moment we are thinking we have to do the alignments, profiles and corridors all in one design drawing for it all to be dynamic? If so this file is going to be huge. Is there a way we can split it up and still keep everything dynamic?
View 9 Replies View RelatedAutoCAD Civil 3D :: SSA 2013 Simple Flow Into Pipe
Sep 14, 2012I have a simple catchment area that I've routed to an inlet and then to an outfall. The 10 year storm peak flow going into the inlet is 3.91 cfs and my flow in the link to the outfall is 10.55 cfs. I do not understand why it is increasing going into the pipe. I've attached the pdf results here because for some reason it won't let me attach.spf file.
View 4 Replies View RelatedAutoCAD Civil 3D :: Hydro Flow Storm Sewers
Oct 11, 2012I am trying to figure out how big my pipes need to be for a storm sewer that I already have set elevations for. Every time I input the pipe and rim elevations for the network in the data tab it changes the inputs back to saying design. How do I set my own elevations for the pipe network?
View 2 Replies View RelatedAutoCAD Civil 3D :: How To Reverse Flow Direction On Pipe
Jan 7, 2014I can't figure out how to reverse the flow direction on my pipe so I was going to just redraw it but after I delete a pipe and rt click to edit network the "add pipes and stuctures" won't let me add anything. I'm just guessing I need to reverse the flow direction because my invert out and invert in elevations are backwards in the profile. I'm working in Civil3D 2012.
View 6 Replies View RelatedAutoCAD Civil 3D :: Getting Peak Flow To Add Long Sections
Oct 9, 2012I am wanting to get the peak flow back into Civil3d to add to our long sections, I assume the Peak Flow in SSA is the Flow rate property for the pipe in Civil3d, the HGL stuff seems to come in ok. I am just doing a basic rational analysis in SSA is there a trick to getting the data?
Attached is a screen capture of SSA versus Civil3d data
[URL].......
AutoCAD Civil 3D :: Pipe Flow Direction Method - By Slope
May 14, 2008Is it possible to have pipe flow direction method set to "by slope" by default when we creating new pipes?
View 5 Replies View RelatedAutoCAD Civil 3D :: Modeling Super Critical And Transitional Flow
Jan 9, 2013I am modelling a steep channel of constant slope operating under super critical flow conditions between two small weirs. I have set up two different models to represent this:
1. A single link between the upstream and downstream weirs.
2. I have also modeled the channel as a number of smaller links with the same slope separated by nodes spaced arbitrarily along the channel length.
The two models give very different results. The former results in an unstable channel (oscillates between sub- and super critical flow) and a maximum velocity in the channel of around 1.5m/s. It seems to me that the velocity in the upper section of the channel should be higher. I assume this has something to do with the manner in which SSA averages the velocities along the entire channel link.
The second model gives more realistic velocities in the upper channel links (around 3.6m/s) and a hydraulic jump and transition to sub critical flow upstream of the weir in the lower channel. This seems more realistic. I think the trick here is to make sure that the downstream link is long enough to enable realistic formation of the hydraulic jump in the model.
AutoCAD Civil 3D :: Create New Linetype Using Arrows To Show Direction Of Flow?
Jan 28, 2013I am trying to create a new linetype using arrows to show the direction of a flow. I can get the outline of my arrow head to save as a shape, but have not figured out how to save the hatching to show up in a linetype. I need the arrow head to be shaded in solid. Also is there any downloadable linetypes out there for Civil 3D?
View 5 Replies View RelatedAutoCAD Civil 3D :: Feature Line Flow Arrow Direction Expression
Apr 4, 2013Now, in my understanding, the flow arrow should either be rotated 0, or 180 (pi radians). But clearly, some of them like to have their own mind about things, and decide on some other rotation. It seems that on the steep slopes, the arrows go a bit skew.
I think the skew is related to the actual elevation difference of the segment, rather than the steepness of the slope. A long segment with 15% slope has a worse skew than a short segment at over 30%, presumably because the elevation difference from the start to the end of the segment is larger.
AutoCAD Civil 3D :: Increase The Flow Direction Arrow Size On A Watershed
Dec 14, 2013I can't seem to find where to increase the flow direction arrow size on a watershed. Am accessing remotely, it's a bit laggy and bothersome, but doable. I looked all over Toolspace.
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