HydroCAD® Stormwater Modeling - Since 1986
Common Rainfall Issues
Rather than having to re-enter the rainfall depth for each return period (10-year, 25-year, etc.) event, you can create unlimited event definitions within each project. This makes it easy to switch between events, and lets you run multi-event reports and data export. Details here.
Many projects can be modeled with one of the standard rainfall distributions that are automatically installed with HydroCAD. To explore the rainfall tables on your computer, start HydroCAD and select View|Storm. This will open a storm report window, as shown below. Use the check-boxes at the right to display the desired rainfall(s).
Are additional rainfall tables available?
If one of the preinstalled rainfalls doesn't meet your needs, check the online rainfall library for additional distributions. If you need an unusual rainfall table that isn't listed, or want to model an observed rainfall event, then you can create a custom rainfall definition, as described below.
Can I use local rainfall data instead of one of the standard distributions?
Yes. Although most jurisdictions continue to use one of the standard rainfall distributions discussed above, you can also use precipitation frequency data (from NOAA, NRCC, or other sources) to generate mass curves for your specific location.
To create a custom rainfall by hand, open the storm report window (see above), select one of the existing files to use as a template, and click the Edit button. (We suggest the Sample A file for intensity curves and the Sample B file for mass curves.) Before saving your work, be sure to enter a new name from your rainfall, so you don't overwrite the template! For further details see the Rainfall.txt file in your "Rainfall" folder, or select Start|Programs|HydroCAD|Rainfall Info.
With HydroCAD 9.1 and later, the rainfall depth for each event can be automatically set for your project location, as described above. Rainfall depth information is also available from these sources:
You may also use other sources (such as TP-25 or TP-40) to determine the total rainfall depth. In general, the use of updated rainfall data does not require changes to the built-in rainfall tables. The only value you need to change is the total (24-hour) depth for each event.
Although the return period is used to determine the rainfall depth for a given location, the return period itself is not directly used in the runoff calculations or entered into HydroCAD. However, you can define rainfall events which are usually named according to the corresponding return period. For example, you could define a "25-year" event which specifies a 3.5 inch rainfall depth.
P2 is the 2-year 24-hour precipitation depth. It is used when calculating the time-of-concentration with the TR-55 Sheet Flow method. In general, P2 will not be the same as the project's current rainfall depth. P2 is always the 2-year depth and remains constant regardless of the current depth as set on the calculation settings screen. See the TR-55 manual for further details.
Can I use a 24-Hour storm, even when my Tc is much smaller?
Yes. The 24-Hour storms are derived by combining all events of 24-hours duration and less. This allows one curve to be used with most watersheds, even if they have a much smaller time of concentration.
Yes. Beginning with HydroCAD 4.5, rainfalls can be automatically scaled to any desired duration. However, this changes the peak intensity, and should be done only with rainfalls that are specifically intended to be re-scaled, such as the Huff distributions. Most rainfalls (including the SCS 24-hour Type I, IA, II and III) are intended for use only at the predefined duration, and rescaling to a different duration will change the peak intensity and produce incorrect results. If in doubt, check the applicable regulations for details on the prescribed distribution. Some agencies provide a special distribution for low-depth events, or require a 6 or 12 hour version of an SCS rainfall. Many of these specialized rainfalls are available on the download page.
Note that some requests for different durations stem from confusion between the SCS method and the Rational Method. The Rational Method routinely involves the use of different durations. In fact, the duration must typically be adjusted to a critical value that maximizes runoff. This can be time consuming and imprecise. Some localities attempt to simplify this process by specifying a fixed duration, such as a "3-hour event," but this is not a proper use of the Rational Method. Details here.
Many rainfall definitions are based on tables of depth vs. time values. The depth at intermediate times is commonly determined by linear interpolation. However, this procedure produces "steps" in the intensity curve which may also be visible in the resulting runoff hydrographs, especially at small Tc values.
To produce a continuous (non-stepped) intensity curve, HydroCAD automatically applies a "smoothing" operation to all rainfalls that employ tabular depth values. This results in a slight delay in the depth curve. However, peak intensity and runoff are usually not effected, and the visible steps are eliminated.
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