Modeling an Elliptical or Arch Pipe
Starting with HydroCAD 9.0, arch and elliptical pipes
are available on the culvert, reach, and pipe storage screens. Just enter
the pipe dimensions and you're done! For earlier versions, you may be able
to approximate the pipe, as discussed below.
What Dimensions Do I Need?
In addition to the width and height, you will need to know the top and bottom
radii for the specific pipe you plan to use. (For an elliptical pipe, the
top and bottom radii will be the same.) Although you may commonly
refer to these pipes by just their width (span) and height, the radii can vary
significantly depending on the pipe design, material, and manufacturer.
Please consult your pipe supplier or a pipe handbook for details on the specific
pipe you plan to use. In fact, the actual span and height may differ from
the nominal dimensions.
After you enter the width, height, and radii, HydroCAD will automatically
calculate the corresponding corner radius. If the entry screen says "no
corner solution" is generally means that the top and/or bottom radii are too
small to allow a smooth (tangential) connection between the corner and the
top/bottom of the pipe. In some cases, you may need to increase the
manufacturer's radius very slightly in order to enable a corner solution.
If you are having trouble getting started, try entering these sample values to
see how the entry screen works:
Width=36" Height=22" Top
Radius=19" Bottom Radius=51"
Common dimensions can be found in the following sources:
Corrugated Steel Pipe:
Pipe Arches, NCSPA web page
Modern
Sewer Design, 3MB PDF by AISI, See tables 1-6 to 1-10
Reinforced Concrete Pipe:
Hanson
Concrete Arch Pipe PDF
Modeling in Earlier Versions
With HydroCAD 8.5 and earlier, you will need to approximate the discharge for
an arch or elliptical pipe using one of these alternatives:
- First, it is generally recommended that any culvert be modeled in HydroCAD as an outlet
device on a pond. This is necessary in order to consider the storage
characteristics of the catch basin or other inlet area, which in turn effects the culvert
headwater.
- The most accurate way to model non-circular culverts is to obtain a stage-discharge
curve from the manufacturer and enter this into HydroCAD as a special outlet
device. The disadvantage of this approach is that the curve will be based on a
specific culvert slope, length, entrance conditions, etc, making it impossible to vary
these parameters without entering a new curve. In addition, curves may not be
available for certain pipes.
- An easier option is to use a circular culvert that will behave in a
manner similar to the actual shape. The problem with this "equivalent circular
culvert" approach is that the accuracy may vary significantly with changing head.
- In many cases, an elliptical culvert or arch pipe is best modeled as a box
culvert with the same overall dimensions as the actual culvert, but with an
appropriate discharge multiplier. For an elliptical pipe, the multiplier would be
about .8 (80%), while a flat-bottomed arch pipe might have a multiplier as high as
.9 (90%).
The final option is relatively accurate because these shapes have a cross-sectional area
that is a fixed fraction of a circumscribed rectangle. Although the ratio of the circumference
does vary somewhat with the aspect ratio, the variation is only 79-83% for aspect ratios
from 1:1 (circular) to a 2:1 ellipse. This small variation allows relatively good
accuracy using one of the fixed multipliers mentioned above. The pipe manufacturer
may be able to assist you with the best value for a specific pipe.
Although this technique is only an approximation, it should offer reasonable accuracy
for many situations. As with all outlet modeling, we recommend that you examine the
resulting stage-discharge curve and verify its accuracy.