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Return period

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Areturn period,also known as arecurrence intervalorrepeat interval,is an average time or an estimated average time between events such asearthquakes,floods,[1]landslides,[2]orriver discharge flowsto occur.

It is a statistical measurement typically based on historic data over an extended period, and is used usually for risk analysis. Examples include deciding whether a project should be allowed to go forward in a zone of a certain risk or designing structures to withstand events with a certain return period. The following analysis assumes that the probability of the event occurring does not vary over time and is independent of past events.

Estimating a return period[edit]

Recurrence interval

nnumber of years on record;
mis the rank of observed occurrences when arranged in descending order[3]

For floods, the event may be measured in terms of m3/s or height; forstorm surges,in terms of the height of the surge, and similarly for other events. This is Weibull's Formula.[4]: 12 [5][failed verification]

Return period as the reciprocal of expected frequency[edit]

The theoretical return period between occurrences is the inverse of the average frequency of occurrence. For example, a 10-year flood has a 1/10 = 0.1 or 10% chance of beingexceededin any one year and a 50-year flood has a 0.02 or 2% chance of being exceeded in any one year.

This does not mean that a 100-year flood will happen regularly every 100 years, or only once in 100 years. Despite the connotations of the name "return period". In anygiven100-year period, a 100-year event may occur once, twice, more, or not at all, and each outcome has a probability that can be computed as below.

Also, the estimated return period below is astatistic:it is computed from a set of data (the observations), as distinct from the theoretical value in an idealized distribution. One does not actually know that a certain or greater magnitude happens with 1% probability, only that it has been observed exactly once in 100 years.

That distinction is significant because there are few observations of rare events: for instance, if observations go back 400 years, the most extreme event (a 400-year event by the statistical definition) may later be classed, on longer observation, as a 200-year event (if a comparable event immediately occurs) or a 500-year event (if no comparable event occurs for a further 100 years).

Further, one cannot determine the size of a 1000-year event based on such records alone but instead must use astatistical modelto predict the magnitude of such an (unobserved) event. Even if the historic return interval is a lot less than 1000 years, if there are a number of less-severe events of a similar nature recorded, the use of such a model is likely to provide useful information to help estimate the future return interval.

Probability distributions[edit]

One would like to be able to interpret the return period in probabilistic models. The most logical interpretation for this is to take the return period as the counting rate in aPoisson distributionsince it is the expectation value of the rate of occurrences. An alternative interpretation is to take it as the probability for a yearlyBernoulli trialin thebinomial distribution.That is disfavoured because each year does not represent an independent Bernoulli trial but is an arbitrary measure of time. This question is mainly academic as the results obtained will be similar under both the Poisson and binomial interpretations.

Poisson[edit]

Theprobability mass functionof thePoisson distributionis

whereis the number of occurrences the probability is calculated for,the time period of interest,is the return period andis the counting rate.

The probability of no-occurrence can be obtained simply considering the case for.The formula is

Consequently, the probability of exceedance (i.e. the probability of an event "stronger" than the event with return periodto occur at least once within the time period of interest) is

Note that for any event with return period,the probability of exceedance within an interval equal to the return period (i.e.) is independent from the return period and it is equal to.This means, for example, that there is a 63.2% probability of a flood larger than the 50-year return flood to occur within any period of 50 year.

Example[edit]

If the return period of occurrenceis 243 years () then the probability of exactly one occurrence in ten years is

Binomial[edit]

In a given period offor a unit time(e.g.), the probability of a given numberrof events of a return periodis given by thebinomial distributionas follows.

This is valid only if the probability of more than one occurrence per unit timeis zero. Often that is a close approximation, in which case the probabilities yielded by this formula hold approximately.

Ifin such a way thatthen

Take

where

Tis return interval
nis number of years on record.
mis the number of recorded occurrences of the event being considered

Example[edit]

Given that the return period of an event is 100 years,

So the probability that such an event occursexactly oncein 10 successive years is:

Risk analysis[edit]

Return period is useful for risk analysis (such as natural, inherent, or hydrologic risk of failure).[6]When dealing with structure design expectations, the return period is useful in calculating the riskiness of the structure.

The probability ofat least oneevent that exceeds design limits during the expected life of the structure is the complement of the probability thatnoevents occur which exceed design limits.

The equation for assessing this parameter is

where

is the expression for the probability of the occurrence of the event in question in a year;
nis the expected life of the structure.

See also[edit]

References[edit]

  1. ^ASCE, Task Committee on Hydrology Handbook of Management Group D of (1996).Hydrology Handbook | Books.doi:10.1061/9780784401385.ISBN978-0-7844-0138-5.
  2. ^Peres, D. J.; Cancelliere, A. (2016-10-01). "Estimating return period of landslide triggering by Monte Carlo simulation".Journal of Hydrology.Flash floods, hydro-geomorphic response and risk management.541:256–271.Bibcode:2016JHyd..541..256P.doi:10.1016/j.jhydrol.2016.03.036.
  3. ^Kumar, Rajneesh; Bhardwaj, Anil (2015)."Probability analysis of return period of daily maximum rainfall in annual data set of Ludhiana, Punjab".Indian Journal of Agricultural Research.49(2): 160.doi:10.5958/0976-058X.2015.00023.2.ISSN0367-8245.
  4. ^National Resources Conservation Service (August 2007)."Chapter 5: Stream Hydrology".National Engineering Handbook, Part 654: Stream Restoration Design.Washington, D.C.: U.S. Department of Agriculture.Retrieved7 February2023.
  5. ^Anonymous (2014-11-07)."Flood Estimation Handbook".UK Centre for Ecology & Hydrology.Retrieved2019-12-21.
  6. ^Water Resources Engineering, 2005 Edition, John Wiley & Sons, Inc, 2005.