I 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.
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Where 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 RelatedIs there anyway that a tidal flap valve fitted to a culvert outlet can be modeled in Hydraflow Express Culverts.
View 1 Replies View Relatedi have some existing drainage pipe and structures in a base plan that i need to change the invert (which is the easy part) and the top elevation to the existing top elevation that does not meet the minimum presect in civil 3d 2012 is there a way to change these min. to match my exisitng elevation for example i have a catch basin invert is 15.45 top is 17.56 with a 18" rcp the cover will be less than 12" and i need to change this.
View 3 Replies View RelatedI'm creating pipe networks to represent existing utilities and am still a novice of Civil 3D.
I am creating sewer laterals that need to connect to the sewer main that I have already created. My problem is that I can't find a way to find out the invert elevation of the sewer main at the specific point that the sewer lateral will be tying in to. I no longer have an alignment or profile for the sewer main and I hope that I don't have to re-create them. I just want to pick a point on the pipe and have it tell me that vital information. Is there any way that I can do this in plan view?
Is there a way to remove the extra (In) and (out) invert elevation from my labels? If the IN or OUT (I.E.) is the same there is no need to label them twice. So, can I remove them? If you can remove them, how do you do it?
This is what I have
NEW CATCH BASIN A-11
TOP=427.30
I.E.(IN)=421.60
I.E.(IN)=421.60
I.E.(OUT)=421.60
I need a plugin that can invert positive and negative space with transparency.
Example: I have a filled square in the middle of a transparent image. I use the plugin, and the square is now transparent, where as the originally transparent space is now filled.
Visual example:
Of course, I need this to do more complex shapes. Also notice the blur is accounted for.
why when i import a video into my sequence does the picture invert and look like a negative
View 9 Replies View RelatedI have a 8'x7' Box culvert with manholes. The manhole needs to sit on top of the 8'x7' boxes. I also want to see the pipe drawn from center of manhole to center of manhole. not stop at manhole wall.
[URL]....
Flow segment label using total Flow Type travel time for each segment:
C3D 2014 SP1
W7x64; i7 8gb; Radeon HD 5700
[URL]....
I am trying to create an elevation label that will give me the spot elevation followed by the letters "TC" and then on the line below subtract 4 inches from the elevation followed by the letters "BC". It's easy enogh to add the letters but the simple equation of elevation - 4 inches eludes me.
View 3 Replies View RelatedWhen I snap a point to an object, the point takes on the elevation of the object. I would rather the point's elevation stay as is.
-changing osnapz variable
-latest civil 3d service pack
A few weeks ago I did not have this problem but once my computer was switched to the company's global server and c3d was reinstalled the problem appeared. Furthermore (post switchover), when a colleage of mine prepared a simple test drawing with just a line and a point, he was able to snap to that line without the point changing elevation. When he sent that drawing to me and I tried snapping the point to the object, the same problem occured with the point taking the elevation of the line object. I suspect it is a system variable issue
I 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'm working in C3D 2013. When I try to use the "invert clip" option in the IMAGECLIP command, it keeps clipping everyting outside the boundary rather than inside. I've tried both tiffs and jpegs. I've tried attaching the image through the xref manager. I've tried dragging the image into the file. I've also tried just using the CLIP command. It works on my coworker's computer.
View 1 Replies View RelatedI need to know if there is a way (like an expression) to get de height between invert out pipe and rim level?
My question is about a structure with 2 or more pipes at different level and needed to define the height for each one to the surface level (rim level).
C3D2011
MAP3D2011
I am trying to place my pipe invert labels at the actual point of the invert. When using the pipe label style composer, I have selected Anchor Point to be "Bottom Inner Diameter". Why is it that the label style still imports into the center of the pipe? No matter which anchor point I choose the label still inserts to the middle of the pipe. Is there a hidden setting that I am missing?
Win 7 Pro 64-Bit - Dell T1600
Intel Xeon 3.30Ghz
8Gb RAM
Civil 3D 2013
How to get my invert labels to reference construction north rather than actual (surveyed) north?
C3D 2012, SP1
Win7-64 bit
I'm currently setting up a band set and want to include a band "pipe invert depth" i.e. basically trench depth.
There are properites in the band label style composer for "pipe invert level" and for "cover" and for "pipe diameter" but not pipe invert depth.Is there a way to display the pipe invert depth relative to the reference (design) surface/alignment?
A secondary question to this is can you use basic arithmetic in the band label style composer? eg pipe cover + pipe diameter?
I 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 cannot find a way to only have pipes in profile view to only show the invert (bottom) of the pipe. All my pipes are running around the same elevation and the profile is pretty busy with both invert and crown of pipe shown.
View 2 Replies View RelatedI'm dealing with a city that based their drawings on LDD, and they chose to show pipes as just one line on a profile, representing the invert line. In LDD, they pretty much left their pipe profiles as "draft profile" or whatever is used to be called. Now I have to mimic their standard, using Civil 3D. There isn't a handy-dandy style setting that I can find, to do this.
View 2 Replies View RelatedWe are in the process of updating our pipe network structure label styles. The styles are displaying the inverts in a random order (Please see caption) & we'd like to show the inverts in descending order from highest pipe as first text string & lowest pipe as bottom text string. Is there a way to globally tell civil 3d to always use a descending invert order? Only fix we've found is to disconnect & reconnect the parts in order to adjust invert order.
C3D 2012 SP3 & C3D 2014 SP1
Win 7 Professional 64 Bit
I have a simple driveway corridor along a steep hillside. For cut, I would like to have a negative slope away from the shoulder edge. I have tried numerous approaches and all 'cut' reverts to positive. I searched and found no clear answer. It's such a short driveway, I can 'fake' it in, but I would like to calculate quantities.
Using 2012 sp1, 64bit, windows 7
where 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 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 RelatedI 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 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 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 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
[URL].......
I want to know green area on subassembly.
I attach screenshot.
magenta color line is grass.
How can I express grass on subassembly?
I've attached an image of a storm drain invert label for a storm drain profile. As you can see, the middle manhole has all three inflow pipes labeled. Is there a way to only label the inverts of the two pipes shown in the profile view?
C3D 2014
Windows 7 64-bit
