Comparison of estimators of standard deviation for hydrologic time series
Unbiasing factors as a function of serial correlation, ρ, and sample size, n for the sample standard deviation of a lag one autoregressive model were generated by random number simulation. Monte Carlo experiments were used to compare the performance of several alternative methods for estimating the...
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Veröffentlicht in: | Water resources research 1982-01, Vol.18 (5), p.1503-1508 |
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description | Unbiasing factors as a function of serial correlation, ρ, and sample size, n for the sample standard deviation of a lag one autoregressive model were generated by random number simulation. Monte Carlo experiments were used to compare the performance of several alternative methods for estimating the standard deviation σ of a lag one autoregressive model in terms of bias, root mean square error, probability of underestimation, and expected opportunity design loss. Three methods provided estimates of σ which were much less biased but had greater mean square errors than the usual estimate of σ: s = (1/(n ‐ 1) ∑ (xi −x¯)2)½. The three methods may be briefly characterized as (1) a method using a maximum likelihood estimate of the unbiasing factor, (2) a method using an empirical Bayes estimate of the unbiasing factor, and (3) a robust nonparametric estimate of σ suggested by Quenouille. Because s tends to underestimate σ, its use as an estimate of a model parameter results in a tendency to underdesign. If underdesign losses are considered more serious than overdesign losses, then the choice of one of the less biased methods may be wise. |
doi_str_mv | 10.1029/WR018i005p01503 |
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Monte Carlo experiments were used to compare the performance of several alternative methods for estimating the standard deviation σ of a lag one autoregressive model in terms of bias, root mean square error, probability of underestimation, and expected opportunity design loss. Three methods provided estimates of σ which were much less biased but had greater mean square errors than the usual estimate of σ: s = (1/(n ‐ 1) ∑ (xi −x¯)2)½. The three methods may be briefly characterized as (1) a method using a maximum likelihood estimate of the unbiasing factor, (2) a method using an empirical Bayes estimate of the unbiasing factor, and (3) a robust nonparametric estimate of σ suggested by Quenouille. Because s tends to underestimate σ, its use as an estimate of a model parameter results in a tendency to underdesign. 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Because s tends to underestimate σ, its use as an estimate of a model parameter results in a tendency to underdesign. If underdesign losses are considered more serious than overdesign losses, then the choice of one of the less biased methods may be wise.</description><subject>autoregressive analysis</subject><subject>Freshwater</subject><subject>hydrology</subject><subject>mathematical models</subject><subject>simulation</subject><subject>statistical analysis</subject><subject>time series</subject><subject>water resources</subject><subject>water supply</subject><issn>0043-1397</issn><issn>1944-7973</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1982</creationdate><recordtype>article</recordtype><recordid>eNqFkU1LAzEQhoMoWD_OXvfkbe0kk4_NURa1giiIWm8h3c1qdNvUZP3ovzdS8eClp2HgeV6GeQk5onBCgenx9BZo5QHEEqgA3CIjqjkvlVa4TUYAHEuKWu2SvZReACgXUo3IZR3mSxt9CosidIVLg5_bIcT0s6XBLlob26J1H94OPjNdiMXzqo2hD0--KTLtiuSid-mA7HS2T-7wd-6T-_Ozu3pSXt1cXNanV6XlqKFUjM0aFGhBcNaCEFLOnGZcV9pSUEDbRlussKMUeTXreGeZlLZRFqkF5XCfHK9zlzG8veeDzdynxvW9XbjwngxDRMEF3wjSCiVlUG0Gc56SUmdwvAabGFKKrjPLmN8VV4aC-SnB_CshG2JtfPrerTbhea9vkSFkr1x7Pg3u68-z8dVIhUqY6fWFERN4rCePtXnAb2E5mHc</recordid><startdate>19820101</startdate><enddate>19820101</enddate><creator>Tasker, Gary D.</creator><creator>Gilroy, Edward J.</creator><general>Blackwell Publishing Ltd</general><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TV</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>7TG</scope><scope>KL.</scope><scope>7SC</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>19820101</creationdate><title>Comparison of estimators of standard deviation for hydrologic time series</title><author>Tasker, Gary D. ; Gilroy, Edward J.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a4390-722bc353a0542d05566be924989a10701dc9a383f11348bf4fa266ac7a31a07e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1982</creationdate><topic>autoregressive analysis</topic><topic>Freshwater</topic><topic>hydrology</topic><topic>mathematical models</topic><topic>simulation</topic><topic>statistical analysis</topic><topic>time series</topic><topic>water resources</topic><topic>water supply</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tasker, Gary D.</creatorcontrib><creatorcontrib>Gilroy, Edward J.</creatorcontrib><collection>Istex</collection><collection>CrossRef</collection><collection>Pollution Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Computer and Information Systems Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Water resources research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tasker, Gary D.</au><au>Gilroy, Edward J.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Comparison of estimators of standard deviation for hydrologic time series</atitle><jtitle>Water resources research</jtitle><addtitle>Water Resour. Res</addtitle><date>1982-01-01</date><risdate>1982</risdate><volume>18</volume><issue>5</issue><spage>1503</spage><epage>1508</epage><pages>1503-1508</pages><issn>0043-1397</issn><eissn>1944-7973</eissn><abstract>Unbiasing factors as a function of serial correlation, ρ, and sample size, n for the sample standard deviation of a lag one autoregressive model were generated by random number simulation. Monte Carlo experiments were used to compare the performance of several alternative methods for estimating the standard deviation σ of a lag one autoregressive model in terms of bias, root mean square error, probability of underestimation, and expected opportunity design loss. Three methods provided estimates of σ which were much less biased but had greater mean square errors than the usual estimate of σ: s = (1/(n ‐ 1) ∑ (xi −x¯)2)½. The three methods may be briefly characterized as (1) a method using a maximum likelihood estimate of the unbiasing factor, (2) a method using an empirical Bayes estimate of the unbiasing factor, and (3) a robust nonparametric estimate of σ suggested by Quenouille. Because s tends to underestimate σ, its use as an estimate of a model parameter results in a tendency to underdesign. If underdesign losses are considered more serious than overdesign losses, then the choice of one of the less biased methods may be wise.</abstract><pub>Blackwell Publishing Ltd</pub><doi>10.1029/WR018i005p01503</doi><tpages>6</tpages></addata></record> |
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subjects | autoregressive analysis Freshwater hydrology mathematical models simulation statistical analysis time series water resources water supply |
title | Comparison of estimators of standard deviation for hydrologic time series |
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