AutoCAD Civil 3D :: What Structure To Use To Model Yard Inlet
Jul 10, 2013what structure to use to model yard inlet?
View 5 Replieswhat structure to use to model yard inlet?
View 5 RepliesI would like to know if it is possible to display the pipe inlet/outlet elevation in my structure label. It seems like it is not possible.It is possible to use the inlet/outlet elevation of the pipe in my pipe label however I would like to display it in my structure.
View 2 Replies View RelatedI am trying to model a system of existing storm pipes, where the last catch basin actually has two outfalls: one an 18" pipe and the other a 24" pipe. They have different invert elevations.
I have the pipes set up correctly in Autocad, so that the profile shows up right, and the plan view in Storm Sewers shows up right, too. However, the model does not separate the flows.
Is there a way to manually enter the approximate amount of flow that will discharge through each pipe?
We use C3D 2012 (metric only) - We are attempting to customize our list of structures for Sanitary Sewers. The structure list shows sizes we do not use and we would like to modify them. However, when we try to select the "Inner Diameter" it displays a list of sizes that we can not seem to modify or add to.
I have looked at some of the XML files to try and modify or add new sizes (example: AeccStructConcentricCylinder_Metric.xml) , but they do not seem to be recognized even after I restart the program.
Here is what the file looks like:
<ColumnConstList desc="Inner Structure Diameter" dataType="float" unit="mm" name="SID" id="CCL1" visible="1" context="StructInnerDiameter" index="0">
<Item id="i0">1200.0000</Item>
<Item id="i1">1350.0000</Item>
<Item id="i2">1500.0000</Item>
<Item id="i3">1800.0000</Item>
<Item id="i4">2050.0000</Item>
<Item id="i5">2300.0000</Item>
<Item id="i6">2550.0000</Item>
I tried modifying the last line replacing 2550 with 3600.
I also tried adding a line <Item id="i7">3600.0000</Item>
I saved the XML file and restarted the program with nothing changing that I can see.
Looking for correct file(s) to edit so I can modify the LISTS that come up in the piping modules.
One good thing about null structures is the way they display in 3D. They cover that gap in the pipe segments. Can I steal that shape?
I am currently using a simple cylinder for water pipe "joints" and turning it off like most people do I think.
After testing a simple culvert and pipe, it appears that inlet control is not checked for pipes. Does this mean that I have to model all storm sewers in a network as culverts just to check inlet control?
View 2 Replies View RelatedI am working on drainage for a median storm sewer, culverts and ditching for a large freeway expansion project. I have median storm sewers running down my entire roadway (about 5kms). I have manually inputed the upstream and downstream elevations of the pipes in SSA, but when these pipes are connected to an inlet or junction, I only have the option of selecting one invert elevation for each structure (I am actually using a lot of catchbasin manholes in this project, which I am unsure of SSA's ability to model). I have multiple drops of varying elevation differences throughout the project, with some of these inlets/junction requiring drop structures due to the large difference in elevation change. How do I properly model this in SSA?
View 7 Replies View Related I do not have two outlet from 4 different intakes. The four intake are modeled as on-grading intake and do have both a bypass link and pipe line attached. Attached is the model that I have been working with. The intake causing the problems are:
EX.I-01
EX.I-02
EX.I-05
EX.I-06
On grade Inlet Inlet-01 does not have two outlet links. At least one stormwater sewer pipe and a bypass gutter link must be defined.How do I add another link?
View 1 Replies View RelatedI have drawn a pipe network with multiple concentric sturctures. I need to make them all eccentric now. Is there an easy quick way to do this, or do I have to redraw all of them. When I go to the properties, I cannot find an option that allows me to change this.
View 2 Replies View RelatedAny hydraflow calculates depth of flow and spread at sump inlets? Does it assume that the entire flow is coming from one direction (similar to an on-grade inlet)? Or does it make an assumption about how much flow is coming into both ends of the inlet?
View 4 Replies View RelatedThe SSA literature states to use an On Sag inlet to model an inlet used in the middle of a parking lot.
This is more commonly known as an "Area Inlet" application, and is also used in areas such as airport runways, greenbelts and golf courses.
To develop the correct operating head relationship over the grate, we need to be able to enter a stage-storage curve starting from the grate elevation. This will develop the "cone" shape storage needed to develop the correct head elevation over the grate.
It appears looking at the On Sag options there is only the Ponded Area parameter available; the same parameter found in a Junction. This calculates the head elevation as a function of the ponded volume and a constant area.
I want to confirm that the On Sag inlet application used as an Area inlet, is using all four sides, full perimeter = 2(L+W), of the inlet for the weir flow calculations before orifice flow controls, not just 3 sides as a grate on a curb.
C3D 2014 SP1
W7x64; i7 8gb; Radeon HD 5700
We recently began experimenting with SSA and are trying to verify the inlet calculations that were done in excel to make sure we understand the software before putting it into everyday use. We've created a custom parabolic street section and applied it to the bypass links, and as far as that aspect goes, we understand it and it's all working great.
How to model inlets directly across from each other in a street section. The issues arise when the top width (of Inlet 1, in the attached graphic, for example) exceeds the half section width and flows over the crown into the opposite side of the street (to Inlet 2, in attached graphic).
We have tried weirs and flow diversions to no avail. Attached is an example of what I'm trying to explain. Inlets 1 and 2 are opposite from each other, and both connect into a MH labeled SD-J 29+33.00. Link-05 connects to the next downstream MH, and there are 2 links that follow the gutter lines to the North used as bypass links from Inlets 1 & 2.
Civil 3D 2014
Windows 7 Professional
Intel Xeon E31270 @ 3.4 GHz
8 GB, 64-bit
sectioning.jpg
I want to model a parametric structure by acad architecture, but I don't have any clue, can you tell me the way to do this ?
I have ran an analysis and SSA gave me Error 607 on the report. It says "Inlet A9 gutter capture curve is not a valid curve."
A couple things I did different from the video lectures...
I selected user define for the Tc to figure out Q. i computed those manually.
For the Inlets I have selected Maximum Capture Cutoff.
There are some inlets in this model I created that do not capture 100% of the flow so i created conveyance links to account for the bypass flow.Not sure why is not recognizing the Curve?
I'm now working on my diploma work and I need to model a gridshell construction in Conceptual mass.I created the form and made adaptive component -a glass panel.I uploaded it in the family and now I need to load that family into the project space and I don't know what to do..I will have to remove the mass eventually before rendering but then the gridshell structure will disappear.I don't know how to make it real,I cannot use massing and site with this, I'm obviously missing some steps and i don't know which ones..
View 1 Replies View RelatedI have this block called gate valve. The base point is at the middle of the block. When I use this block as a style and insert it in profile it always places itself down low on the pipe. As you can see the grip is way above the top of the block and I have to move it into place anytime I use one. If I change the pipe inverts the gate valve block style lowers itself once again and I have to move it up into place. I have changed the base of the block but it makes no difference.
This is how the structure look in the object viewer. Notice the one on the right is the block that needs to be raised, however in the viewer it shows placed correctly.
Is it bad to make a structure table from a DS? I find I get missing data when I do.
View 2 Replies View RelatedI would like to have the leader arrow attached to the rim of the structure in profile view. Now they are attached along the side of the structure well below the rim. This is for the dragged labels. How can I adjust the arrowhead attachment point?
View 1 Replies View RelatedI have my pipe networks data referenced into my Utility drawing and I'm trying to add labels to my structures (catch basins, manholes...). I made styles and selected C-TEXT as the layer for the label, but for some reason they're all on layer 0. The 0 layer is frozen in my viewport but the C-TEXT layer is not, and the labels aren't showing up (but when I thaw 0 they show up)! I can see them in model space and when I click on each label the properties shows it's on the C-TEXT layer...
View 2 Replies View RelatedIs there a way to show the MES Top Elevation as blank or a dash? It would be great if I could make an expression but without the use of text strings in the expression editor, I don't know how to accomplish this without using wipe out boxes over the elevations.
View 2 Replies View RelatedIs possible to connect a pipe to a structure and not have in connected to the structure center?
I have some two-tiered structures that are 108" dia for the bottom section and 48" dia for the top section. The 48" top section is not centered I need my small 12"-15" pipes to connect to this section of the structure.
Civil 3D 2014
Win 7
We have a Structure Style that places a hidden block at the invert of the structure which uses an expression to accomplish Placing the invert text below the structure. (please see attached).
This particular expression was written for a 1"=30 Horz. & 1"=5' Vert. scale and we use it to label our structures in the profile view.
It works great for the 1:30 scale scenario but we also produce 1:20 & 1:50 scale plan / pfl sheets.
3 label styles can be used to accomplish this but would like to create one that would work for all three scenarios if this is possible? (Goal is 1 expression & label style as opposed to 3 of each).
I thought I had it solved & have tried various formulas but can't seem to get it to recognize the various distortions in scale. (The constant being the 5' vertical dimension for all 3 options)
50/5=10
30/5=6
20/5=4
C3D 2012 SP3 & C3D 2014 SP1
Win 7 Professional 64 Bit
how can i set the smub of a structure at the crown of a pipe not at the invert?
View 3 Replies View RelatedI need to make a structure label that defines the "PIPE FALL" for each incoming pipe. By "PIPE FALL", I mean the elevation difference between the bottom of the structure and the incoming pipe invert elevation.
Actually, I thought it was going to be pretty simple, just by doing:
PIPE FALL = INCOMING PIPE INVERT ELEVATION - OUTGOING PIPE INVERT ELEVATION <CONNECTED PIPE OPPOSITE STRUCTURE NAME>
or
PIPE FALL = INCOMING PIPE INVERT ELEVATION - SUMP ELEVATION <CONNECTED PIPE OPPOSITE STRUCTURE NAME>
I just need to define the elevation difference between the bottom of the structure and the incoming pipe invert elevation.
I have setup a reference surface for all of my structures and a sump depth of 0. All of the rims are being inserted about 1.6' above my reference surface. I am not able to grip any of the rims and lower them. It will not allow me to do so. Even if I grip the invert and make the structure extremely deep, I still cannot change the rim. I've had this problem in the past but don't recall how to correct or what I've done wrong in the setup.
View 9 Replies View RelatedWe use a lot of Null Structures but then give them different descriptions. More often than not when I give them a description and then get out of the drawing, the next time I get back in it says "Null Structure" again. How can I keep the description the way I want it?
I know that "the right way" would be to have specific structures made for each of these items, but that doesn't seem to be a priority at my company..
The structure name under C3D strucutre properties dont allow '/' character.
Eg:- If I want to name a structre like MH/5899/05/01, this is not possible if I am entering from C3D strucute properties dialogue box.
But can do from Autocad Strucutre properties or via lisp routine.
The '/' character changes to '_' (underscore) if taking C3D structure proprties.
Also sometimes close and reopen the drawing change the '/' character to '_' for some structures.
In the Pipes Parts Builder is it possible to create a stucture that has a sloped bottom? I would like to try and built a trench drain structure.
View 1 Replies View RelatedI am trying to make a single point label style that will return a blank line in the label if no data is provided.
The way i have it coded now my label for a structure with only two inverts comes out looking like this:
STCB 500 Rim=300.00
12" CONC N IE=295.00
12" CONC S IE=296.00
IE=300.00
IE=300.00
I would like the number of lines returned to match the actual number of inverts in the structure and leave out the place holders.:
STCB 500 Rim=300.00
12" CONC N IE=295.00
12" CONC S IE=296.00
I can work around this by having a label style for each number of pipes, but i would also like this code to be inseted into a table style and in that case i don't know of any way to assign multiple styles to one table.
My current code looks like this:
RIM=<[Point Elevation(Uft|P2|RN|AP|GC|UN|Sn|OF)]>
<[1 SIZE(CP)]> <[1 TYPE(CP)]> <[1 DIR(CP)]> <[IE TEXT(CP)]><[1 INV(Uft|P2|RN|AP|GC|UN|Sn|OF)]>
<[2 SIZE(CP)]> <[2 TYPE(CP)]> <[2 DIR(CP)]> <[IE TEXT(CP)]><[2 INV(Uft|P2|RN|AP|GC|UN|Sn|OF)]>
<[3 SIZE(CP)]> <[3 TYPE(CP)]> <[3 DIR(CP)]> <[IE TEXT(CP)]><[3 INV(Uft|P2|RN|AP|GC|UN|Sn|OF)]>
<[4 SIZE(CP)]> <[4 TYPE(CP)]> <[4 DIR(CP)]> <[IE TEXT(CP)]><[4 INV(Uft|P2|RN|AP|GC|UN|Sn|OF)]>
LADDER <[LADDER(CP)]>
The problem is that 1 INV-4 INV are being defined by an expression that reads like
{Point Elevation}-{1 MD}
so when no data is intered for my UDP "1 MD" it returns the point elevation. I want an equation that says if rpoitn elevation -measure down=point elevation then no data is shown.
I am working on an existing Pipe Network. I have a location where I have already placed a pipe and filled in the correct parameters for this pipe. But I realize now that there is a concrete headwall near the end of the pipe. So I was trying to insert the structure at the midpoint of a line I have created for OSNAP reasons so it would create the structure at the specified location. The problem is when I move the structure to create at this location, the "Break Pipe Marker" goes away and only shows when I am at a different location along the pipe. So I wanted to see if there was a command or feature to use to tell the software I want to place this structure at a specified location along this one section of pipe.
I wanted to see what my options were. I know I can grab one end of the pipe and move it to the location and then add the structure and pipe from there. But I did this insertion under different circumstances and it broke the pipe into 2 sections while still keeping the same and adding a (1) after it, which is pretty useful when reading printouts and showing that this is actually one pipe instead of 2 pipes.
C3D 2014 SP1
DELL Precision T3600
Intel Xeon E5-1650 @ 3.20GHz
NVIDIA QUADRO 4000 Dual Monitor
32 GB RAM / Win7 Pro 64-bit