HDSC FAQs

PFDS provides a point-and-click web portal for precipitation frequency estimates and supplementary products. For help with navigating the PFDS, please see Section 5 of the NOAA Atlas 14 documents or send an e-mail with your question to HDSC.questions@noaa.gov.

If http://hdsc.nws.noaa.gov/hdsc/pfds/ does not work, try http://hdsc.nws.noaa.gov/hdsc/pfds/.

This is usually caused by your web browser loading an old web page that has been stored in its cache memory. Try returning to the page you tried to load and forcing the page to re-load by holding down the CTRL key while you reload/refresh. This will force the page in your computer's cache memory to be over-written with the new web page. If the new web page still does not load or work properly, please report it to us at HDSC.questions@noaa.gov.

In 2015, all NOAA government websites migrated from Google to ESRI map API (webmap backgrounds). Firewall security for some users is set up to block ESRI maps and while the majority of PFDS pages can be loaded, the ESRI interactive maps can't. Adding the host: http://js.arcgis.com/ to the firewall exceptions allows the browser to load all ESRI maps and to access the PFDS map webpage. Please contact us at HDSC.questions@noaa.gov if you need more help.

For in-depth help with description and interpretation of NOAA Atlas 14 products that are available on the PFDS, please check the NOAA Atlas 14 document that is applicable for your area. All documents are available for download from the PF Documents page. NOAA Atlas 14 documents also describe the development of each product in sufficient depth to allow the knowledgeable user to understand the basis of the estimates and their scope and applicability. Documents for all volumes are similar in layout, coverage and depth, but methods used in precipitation frequency analysis may be region specific.

NOAA Atlas 14 precipitation frequency estimates and supplementary products are delivered entirely in a digital format; they can be downloaded from the PFDS.

The Time Series page provides access to the final, quality controlled annual maximum series (AMS) data used in NOAA Atlas 14 precipitation frequency analysis for each volume. For consistency, all AMS data are published as constrained values (even if they captured true-interval maximum amounts). Correction factors have to be applied to the published AMS data in order to estimate unconstrained values. For more information on conversion from constrained to unconstrained amounts, please see Section 4.5 of the applicable NOAA Atlas 14 document.

That depends on what you need:

• For a specific location, data can be retrieved from a page that displays an interactive map of a relevant state or through scraping (see answer to next question).
• Data applicable for a specific volume can be accessed: 1) via pull-down menu, 2) via web browser (see GIS Grids for more information).
• Merged estimates from NOAA Atlas 14 Volumes from contiguous US states that have NOAA Atlas 14 coverage (except Texas) can be obtained from the NOAA Atlas 14 CONUS product. More information on this product is available on the Storm Analysis page.
• The estimates for a user-specified area (defined by a latitude-longitude bounding box) can be accessed from the NOAA Atlas 14 CONUS product. Two examples posted on the Storm Analysis page show how to use MATLAB and R scripts for accessing, saving and plotting the data for a user-defined area.

NOAA Atlas 14 data for a selected location can be obtained through web scraping by generating the URL link with the following information: a) latitude (in decimal degrees; negative number should be entered for southern hemisphere latitude), b) longitude (in decimal degrees; negative number should be entered for western hemisphere longitude), c) type of precipitation ("pf" for precipitation or "rf" for rainfall), d) data type ("depth" or "intensity"), e) time series type ("pds" or "ams"), f) units of the estimates ("english" or "metric").
For example, if PDS-based estimates in inches are needed at 37.4000°N, 119.2000°W, the following links should be used: https://hdsc.nws.noaa.gov/cgi-bin/hdsc/new/cgi_readH5.py?lat=37.4000&lon=-119.2000&type=pf&data=depth&units=english&series=pds

The merged NOAA Atlas 14 product has been developed by integrating gridded precipitation frequency estimates from NOAA Atlas 14 Volumes 1, 2, 6, 7, 8, 9 and 10 and it covers every contiguous U.S. state with NOAA Atlas 14 coverage (except Texas). Since estimates along volume boundaries were altered to improve transition, they will be different from the ones published on the PFDS around volumes' boundaries.

Due to a funding approach for NOAA Atlas 14 which necessitates that work is done at different times in volumes based on state boundaries, some differences in estimates between volumes at project boundaries are inevitable (see Section 5 of any NOAA Atlas 14 document). These differences are generally more pronounced for rarer frequencies and shorter durations. The estimates from different volumes have been merged and blended along volume boundaries for the use in the frequency analysis of historical storm events (see Storm Analysis page for more information).

Some decompression software wrongly recognizes the *.ver file as a compressed file. It is an ASCII text file that could be directly imported in ArcView. Older versions of Spatial Analyst recognize any file extension, so file renaming is not necessary. However, before using Spatial Analyst in ArcGIS 9.x, you must rename the *.ver file to *.asc or *.txt.

We don't supply those equations or coefficients for use with NOAA Atlas 14. The grids of estimates available from our site are provided as a more precise alternative to summarizing the estimates using traditional equations. We have spatial grids of the estimates for each duration-frequency pair over the NOAA 14 domain. The grids are freely available for download in a variety of common formats.

The 1000-yr_responses.pdf document provides the responses to an email soliciting opinions from users of NOAA Atlas 14 products on the uses and understanding of 500-year and 1,000-year estimates. We found that there is enough demand for the estimates for us to continue to publish them and that some of our users extrapolate our estimates even further. However, we do intend to expand upon our discussion of the high uncertainties of these estimates and to provide more statistical uncertainty information.

All NOAA Atlas 14 products can be freely used; we only ask that you reference them appropriately. Please note that the reference for NOAA Atlas 14 changes from volume to volume and it is indicated on the first page of the related document. For example, the reference for Volume 10 products is as follows: Perica, S., Pavlovic S., St. Laurent M., Trypaluk C., Unruh D., Martin D, Wilhite O. (2015). NOAA Atlas 14 Volume 10 Version 2, Precipitation-Frequency Atlas of the United States, Northeastern States. NOAA, National Weather Service, Silver Spring, MD.

You may want to consult your client or the governing regulatory agency with regards to which precipitation frequency resource to use. Our precipitation frequency estimates have been endorsed by the Federal Advisory Committee on Water Information's (ACWI) Subcommittee on Hydrology and are de-facto national standards.

Funding for NOAA Atlas 14 work comes from external sources. For recent volumes, most of the funds have come from the Federal Highway Administration, State Departments of Transportation and U.S. Army Corps of Engineers. Typically, several states are updated as a group to reduce costs. No funding is available yet for updating estimates for the five northwestern states with no NOAA Atlas 14 coverage (ID, MT, OR, WA, WY). Until NOAA Atlas 14 estimates are available for those states, the current standards can be found by clicking on the state of interest on the PF Documents page. For more information, please contact us at HDSC.questions@noaa.gov.

The frequency of the event can be expressed in terms of annual exceedance probability (AEP) or average recurrence interval (ARI). AEP is the probability associated with exceeding a given amount for a specified duration and at a given location in any given year at least once; the inverse of AEP provides a measure of the average time between years in which a particular value is exceeded at least once; the term is associated with analysis of annual maximum series (AMS). ARI represents average time between cases of a particular precipitation magnitude for a specified duration and at a given location; the term is usually associated with the analysis of partial duration series (PDS). When used with the AMS-based frequency analysis, ARI does not represent the "true" average period between exceedances of a given precipitation magnitude, but the average period between years in which a given precipitation magnitude is exceeded at least once. Those two average periods can be considerably different for more frequent events. Differences in magnitudes of corresponding frequency estimates from the two series are negligible for ARIs greater than about 10-15 years, but notable at smaller ARIs (especially for ARI ≤ 5 years). Because the PDS can include more than one event in any particular year, the results from a PDS analysis are considered more reliable for designs based on frequent events. To avoid confusion, in NOAA Atlas 14, we use term AEP with AMS frequency analysis and ARI with PDS frequency analysis. The term "frequency" is interchangeably used to specify the ARI and AEP.

A 100-year rainfall event (or more accurately the 100-year rainfall amount for a specified duration and at a given location) is an amount that on average is exceeded every 100 years, so its average recurrence interval ARI is 100 years. Similarly, it has 1% (or 1/100) AEP chance of being exceeded in any given year (AEP = 1/100). Sometimes it is useful to know what the chance is that this amount will be exceeded over a longer period. The calculator on the page https://www.weather.gov/epz/wxcalc_floodperiod can help you estimate that probability. For example, a 100-year amount for a specified duration has 26 % chance of occurring in a 30-year period at a given location.

When talking about the frequency of a n-year event, the following elements should be specified: duration, location and area size. The same amount of rainfall can be categorized as a 1000-year event or a 10-year event, depending on duration, location and areal extent. For example, for New York City, 5 inches of rain would be a 1000-year event if it fell during 60 minutes, or a 25-year event if it fell during 6 hours. Also, while 5 inches of rain in 60 minutes is a 1000-year event for NYC, it is only a 100-year event for Miami, Florida. Similarly, a 100-year estimate for a given duration is not the same for a particular location in NYC and across the whole NYC area. Thus, speaking about the 1000-year event regardless of duration at which it occurs, or the area size it covers, or a location where it occurs, may suggest that these events occur more frequently than expected. The Australian Bureau of Meteorology article Why do 100-year events happen so often? explains well the concept of a 100-year event and our perception of it happening too often.

To calculate exceedances for a given storm event, you can compare observed precipitation amounts to corresponding precipitation frequency estimates. For this type of analysis, we typically do comparison for the range of durations and select one or two critical durations that show the lowest exceedance probabilities for the largest area for which we create AEP maps. Since the beginning and ending of the worst case period are not necessarily the same for all locations, the AEP maps do not represent isohyets at any particular point in time, but rather within the whole event. In our analysis the underlying data are grids of observed precipitation data and precipitation frequency estimates at 30-arc second resolution for a range of durations and AEPs. Whenever possible, gridded precipitation data are developed for a range of durations from measurements collected from rain gauges reporting at the time when the map is created. Rain gauges are usually from the National Centers for Environmental Information's- NCEI's Climate Data Online. The NCEP's multi-sensor Stage IV QPE Product and radar-based NEXRAD are used when rain gauges do not provide sufficient information to depict spatial patterns. Gridded precipitation frequency estimates normally come from NOAA Atlas 14. For more information on our methodology or to see annual exceedance probability maps that we created for selected storm events, please visit the Storm Analysis page.

That depends on a size of your watershed area. Point precipitation frequency estimates from NOAA Atlas 14, are representative only for a limited area around the point and therefore cannot be used in many applications that require areal estimates. The areal reduction factor (ARF) is a concept that has been widely used in engineering design to convert point precipitation for a specified duration and frequency into average precipitation over an area for the same duration and frequency. Typically, ARFs are presented as a set of curves showing the variation of ARF with area, duration, and average recurrence interval. Although many ARF methods have been proposed in recent years, a single set of ARF curves from the Technical Paper No. 29 (U.S. Weather Bureau, 1958) is still commonly used in engineering design. Due to the significance of the ARF products for several federal agencies, we started an assessment of different ARF methods in relationship to NOAA Atlas 14 with the goal of developing a tool that would allow for automatic calculation for areal estimate for a watershed delineated on the fly. Due to lack of resources, we had to put all related activities on hold for the foreseeable future.

Current precipitation frequency analysis methods used in NOAA Atlas 14 volumes are based on the assumption of stationary annual maximum series (AMS) used in the analysis climate. We test this assumption by applying various statistical tests to see if statistically significant trends are present in the annual maximum series (AMS) of observations used in our frequency analysis. So far, tests have shown very little observable and/or geographically consistent trends in the AMS data. For more information see Appendix A.2 of Atlas 14 Volumes documentation for your project area. There is considerable speculation as to whether the assumption of stationary AMS (and indirectly of stationary climate) is appropriate. The Federal Highway Administration (FHWA) tasked HDSC with analyzing the impacts of non-stationary climate on depth-duration-frequency (DDF) precipitation magnitudes from NOAA Atlas 14 and to examine the viability of different approaches for use in a comprehensive analysis that can be performed for the entire U.S. to produce credible results which can be relied upon by Federal water agencies. If you would like to check on the progress of this project, please check the quarterly progress reports that are published on the Progress Reports page. If you would like to discuss this further, please contact us at HDSC.questions@noaa.gov.

National Weather Service has provided PMP guidance and studies since the late 1940s at the request of various federal agencies and with funding provided by those agencies. In recent years that funding has diminished and gradually ceased. As a result we are unable to continue our PMP activities. However, we will continue to provide copies of related documents on our site.

Beyond NOAA Atlas 14 annual maximum series data provided at Time Series page, this site does not have or provide historical weather and climate information. You can obtain historical weather and climate information from:

• NOAA's National Centers for Environmental Information (NCEI). NCEI is a designated World Data Center and is the official archive for U.S. weather and climate data. It can also provide certified weather records, though there may be a charge for certified data.
• Regional climate centers
• State climate offices

NOAA's National Weather Service maintains a general weather/climate FAQ list here: http://www.nws.noaa.gov/pa/faq.php.