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https://www.dsd.gov.hk/EN/Files/flood_prevention/FAQ_Glossary02.pdf
The return period for a 10-year event is 10 years. A 10-year event has a probability of 0.1 or 10% of being equaled or exceeded in any one year (exceedance probability = 1/return period = 1/100). Therefore, we can estimate that if a man lives in a village continuously for 50 years, he will probably encounter 10-year (or higher) rainstorm events five times in total.File Size: 27KB
https://www.ncdc.noaa.gov/stormevents/
Storm Events Database. The occurrence of storms and other significant weather phenomena having sufficient intensity to cause loss of life, injuries, significant property damage, and/or disruption to commerce; Rare, unusual, weather phenomena that generate media attention, such as snow flurries in South Florida or the San Diego coastal area; and.
https://hdsc.nws.noaa.gov/hdsc/pfds/pfds_map_cont.html
Apr 21, 2017 · Results are provided for 60-min, 24-hr, 2-day, and 10-day durations and for annual exceedance probabilities of 1/2 (or 1-in-2), 1/5, 1/10, 1/25, 1/50, and 1/100. Seasonality graphs should not be used to derive seasonal precipitation frequency estimates.
https://www.nrcs.usda.gov/wps/portal/nrcs/detail/wi/programs/?cid=nrcs142p2_020752
In other words, there is a 1 in 100 or 1% chance that a storm will reach this intensity in any given year. Likewise, a 50-year rainfall event has a 1 in 50 or 2% chance of occurring in a year. In addition, each locality has its own criteria for how much rain must fall within 24 hours to classify as a particular rain event. See chart below for ...
https://pdhonline.com/courses/h119/stormwater%20runoff.pdf
A design storm is a theoretical storm event based on rainfall intensities associated with frequency of occurrence and having a set duration. For example, a 50 year - 24 hour stor m event is one that theor eti cally occur s once ev ery fifty year s and l asts f or 24 hour s. AFile Size: 1MB
https://www.openswmm.org/Topic/2048/standard-definition-for-a-storms-return-period
Apr 04, 2001 · At least a 10-year design storm for a duration of 15 minutes to 2 hours. At least a 3-year design storm for a duration of 8 minutes to 24 hours. Return period is meaningless unless you specify the duration over which the rainfall characteristic (e.g., volume or intensity) applies.
https://www.dec.ny.gov/docs/water_pdf/swdm2015chptr04.pdf
Cpv(acre-feet) = 24 hour extended detention of post-developed 1year, - 24-hour storm event; remaining after runoff reductionWhere site conditions . allow, Runoff reduction of total CPv , is encouraged tion for Sites Larger than 50 Acres: Distributed Runoff Control -geomorphic assessment to determine the bankfull
https://mde.state.md.us/programs/Water/StormwaterManagementProgram/Documents/www.mde.state.md.us/assets/document/chapter2.pdf
Cpv = 24 hour (12 hour in USE III and IV watersheds) extended detention of post-developed one-year, 24 hour storm event. Not required for direct discharges to tidal waters and the Eastern Shore of Maryland. (See Figure 2.4.) Overbank Flood Protection Volume (Qp) Controlling the peak discharge rate from the ten-year storm event to the
https://www.lmnoeng.com/RainfallMaps/RainfallMaps.htm
24-hour duration storms for Return Periods of 2, 5, 10, 25, 50, and 100 year rainfall events Geographic boundaries for SCS Rainfall Distributions Graph showing SCS 24-hour cumulative rainfall distribution
https://www.nws.noaa.gov/ohd/hdsc/noaaatlas2.htm
This web page provides access to high-resolution (15-sec) NOAA Atlas 2 precipitation frequency grids for 2-year and 100-year average recurrence intervals and for 6-hour and 24-hour durations for 5 states in the western U.S. (Idaho, Montana, Oregon, Washington, Wyoming).
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