I 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 Replieswhere 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 RelatedIs it possible to have pipe flow direction method set to "by slope" by default when we creating new pipes?
View 5 Replies View RelatedI have cut several sections at different points along a road alignment. The sections are cut facing the same direction as the alignmnet. Is there a way to reverse the section direction without changing the alignment direction?
View 6 Replies View RelatedI have made line types with text and need to reverse the direction that the text reads. The text autocorrects based on UCS north. The UCS in the drawing is rotated 90 degrees so line text reads upside down. I type in the reverse command but the text does not change.
View 1 Replies View Relatedis there is any way to reverse the alignment direction
View 3 Replies View RelatedCan I reverse the direction of an existing horizontal alignment line in C3d 2011?
View 9 Replies View RelatedI 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 RelatedNow, 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.
I 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.
View 3 Replies View RelatedI have a special ditch profile that I'd like to use a linetype with arrows on. Currently, it shows the arrows going up station with my mainline profile. i.e. now water does flow uphill...
How can I flip this line?
I 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 RelatedCan you reverse the direction of an auto feature line generated from a corridor in C3D 2012?
View 4 Replies View RelatedI have a pipe network (data shortcut) showing in the profile.
The pipe network was designed from station 98+65 to 100+00.
But the first pipe (from station 98+65 to 99+30) is shown going from station 99+30 to 102+60.
The pipe has a lenght of about 65' and some how it is being projected incorrectly.
The profile is shown going from right to left.
See attached image.
Windows 7 64-bit
Civil 3D 2012 SP2
I've got GIS shape files for sanitary sewer pipes and manholes which contains object data for the upstream and downstream inverts on each pipe as well as the lowest invert at each manhole. Ideally, I would like to add an arrow to the pipe showing the flow direction in the sewer. i know I can use the annotation template to label the inverts, but is there a way to automate the process to add the direction arrow?
View 3 Replies View RelatedI have a linetype
*DIVERSION_LARGE,diversion large ---- >> ---- >> ---- >> ----
A,.5,-.2,["<<",standard,S=.15,r=0,U=0.0,X=-0.1,Y=-.05],-.2
when I draw a polyline, or use it as the linetype in a feature line style, the arrows seem to revrse whenever there is a change in direction any significance. Also, the reverse command and reversefeature command have no effect. Rotating a segment does not change the direction. I know I must be missing something.
In the attached, I have a feature line, and a polyline that the arrows change direction when the feature does.
Windows 7 64
Intel Core i7 2.0 GHz 2.0 GHz
8 GB RAM
Nvidia GeForce GTX460M
Civil 3D 2012 SP2.1
How do I reverse Photoshop Trap direction (or control it) (CMYK image - trap black to rest of image - swell it)
View 1 Replies View RelatedFlow segment label using total Flow Type travel time for each segment:
C3D 2014 SP1
W7x64; i7 8gb; Radeon HD 5700
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I need to change the direction of type on a path. Basically it is writing the sentence backwards right now. I need it to type right to left instead of left to right so the first word of the sentence will be all the way left instead of all the way right.
View 8 Replies View Relatedhow to create water flow inside inventor , i have a tank i want to fill with water & water then will flow through a pipe of certain diameter & length
View 1 Replies View RelatedPipe network storm pipes: Fairly new to Civil3D and trying to set up parts list for the storm sewer pipe and would like the plan view to appear as it does currently. We use a polyline for centerline of pipe, similar to dashed linetype but line and space are the same, width set to pipe width.
View 1 Replies View RelatedI created pipe network for my storm drain project. I have located all the structures (manhole) to all angle point of my alignment as required. Also I "insert" manhole every 400' per local code requirements using the command "network layout tools; structures only. My problem is I couldn't find the tools how to trim the pipe that pass through the manhole. Please see attached pdf file.
View 1 Replies View RelatedOne of the things I seem to struggle with is being able to depict a single pipe when it needs to be shown in one profile as a crossing pipe, and another profile where you you show a lenghwise slice through the pipe. I end up tracing the pipe with eliptical objects where I'm cutting across the pipe and setting up more for the lengthwise/sideview of the pipe. Is there a way to have two different styles for the same pipe, one for a cross cut and one for a lengthwise slice?
View 1 Replies View Relatedis there a way to include the pipe min/max cover as part of the str/pipe label?
Civil 3D 2013 SP1, Win 7-64 bit
12GB RAM
Using Network Layout Tools, can you attach a pipe to a structure in a different Pipe Network? 2013 Civil 3D
View 6 Replies View RelatedI 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 RelatedI 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 RelatedI 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 RelatedWhere can I find all the column types that are found in the different report types so I can use them in custom reports.
View 1 Replies View RelatedI 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 RelatedI 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
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