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Çѱ¹¼öÀÚ¿øÇÐȸ / v.41, no.1, 2008³â, pp.35-47
Bayesian MCMC¸¦ ÀÌ¿ëÇÑ Àú¼ö·® Á¡ ºóµµºÐ¼®: I. ÀÌ·ÐÀû ¹è°æ°ú »çÀüºÐÆ÷ÀÇ ±¸Ãà
( At-site Low Flow Frequency Analysis Using Bayesian MCMC: I. Theoretical Background and Construction of Prior Distribution )
±è»ó¿í;À̱漺; ¼­¿ï´ëÇб³ BK21 ¾ÈÀüÇϰí Áö¼Ó°¡´ÉÇÑ »çȸ±â¹Ý°Ç¼³ »ç¾÷´Ü;¼­¿ï´ëÇб³ °ø°ú´ëÇÐ °Ç¼³.ȯ°æ°øÇкÎ;
 
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Àú¼öºÐ¼®(low flow analysis)Àº ¼öÀÚ¿ø°øÇп¡¼­ Áß¿äÇÑ ºÐ¾ß Áß ÇϳªÀ̸ç, ƯÈ÷ Àú¼ö·® ºóµµºÐ¼®(low flow frequency analysis)ÀÇ °á°ú´Â Àú¼ö(îÍâ©)¿ë·®ÀÇ ¼³°è, ¹° ¼ö±Þ°èȹ, ¿À¿°¿øÀÇ ¹èÄ¡ ¹× °ü°³¿Í »ýŰèÀÇ º¸Á¸À» À§ÇÑ ¼ö·®°ú ¼öÁúÀÇ °ü¸®¿¡ Áß¿äÇÏ°Ô »ç¿ëµÈ´Ù. ±×·¯¹Ç·Î º» ¿¬±¸¿¡¼­´Â Àú¼ö·® ºóµµºÐ¼®À» À§ÇÑ Á¡ ºóµµºÐ¼®À» ¼öÇàÇÏ¿´À¸¸ç, ƯÈ÷ ºóµµºÐ¼®¿¡ À־ÀÇ ºÒÈ®½Ç¼ºÀ» Ž»öÇϱâ À§ÇÏ¿© Bayesian ¹æ¹ýÀ» Àû¿ëÇÏ°í ±× °á°ú¸¦ ±âÁ¸¿¡ »ç¿ëµÇ´ø ºÒÈ®½Ç¼º Ž»ö¹æ¹ý°ú ºñ±³ÇÏ¿´´Ù. º» ³í¹®ÀÇ¥°Æí¿¡¼­´Â Bayesian ¹æ¹ý Áß »çÀüºÐÆ÷(prior distribution)¿Í ¿ìµµÇÔ¼ö(likelihood function)ÀÇ º¹À⼺¿¡ »ó°ü¾øÀÌ °è»êÀÌ °¡´ÉÇÑ Bayesian MCMC(Bayesian Markov Chain Monte Carlo) ¹æ¹ý°ú Metropolis-Hastings ¾Ë°í¸®ÁòÀ» »ç¿ëÇϱâ À§ÇÑ ¿©·¯ °úÁ¤ÀÇ ÀÌ·ÐÀû ¹è°æ°ú Bayesian ¹æ¹ý¿¡¼­ °¡Àå Áß¿äÇÑ ¿ä¼ÒÀÎ »çÀüºÐÆ÷¸¦ ±¸ÃàÇϰí À̸¦ ºñ±³ ¹× Æò°¡ÇÏ¿´´Ù. °í·ÁµÈ »çÀüºÐÆ÷´Â ÀÚ·á¿¡ ±â¹ÝÇÏÁö ¾ÊÀº »çÀüºÐÆ÷¿Í ÀÚ·á¿¡ ±â¹ÝÇÑ »çÀüºÐÆ÷·Î½á µÎ »çÀüºÐÆ÷¸¦ ÀÌ¿ëÇÏ¿© Metropolis-Hastings ¾Ë°í¸®ÁòÀ» ¼öÇàÇÏ°í ±× °á°ú¸¦ ºñ±³ÇÏ¿© Àú¼ö·® ºóµµºÐ¼®¿¡ ÇÕ¸®ÀûÀÎ »çÀüºÐÆ÷¸¦ ¼±Á¤ÇÏ¿´´Ù. ¶ÇÇÑ ¾Ë°í¸®ÁòÀÇ ¼öÇà°úÁ¤¿¡¼­ ÇÊ¿äÇÑ Á¦¾ÈºÐÆ÷(proposal distribution)¸¦ Àû¿ëÇÏ¿© ±×¿¡ µû¸¥ ¾Ë°í¸®ÁòÀÇ È¿À²¼ºÀ» äÅ÷ü(acceptance rate)À» »êÁ¤ÇÏ¿© °ËÁõÇØ º¸¾Ò´Ù. »çÀüºÐÆ÷ÀÇ ºÐ¼® °á°ú, ÀÚ·á¿¡ ±â¹ÝÇÑ »çÀüºÐÆ÷°¡ ÀÚ·á¿¡ ±â¹ÝÇÏÁö ¾ÊÀº »çÀüºÐÆ÷º¸´Ù Á¤È®¼º ¹× ºÒÈ®½Ç¼ºÀÇ Ç¥Çö¿¡ À־ ¿ì¼öÇÑ °á°ú¸¦ Á¦½ÃÇÏ´Â °ÍÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú°í, äÅ÷üÀ» ÀÌ¿ëÇÑ ¾Ë°í¸®ÁòÀÇ È¿¿ë¼º ¿ª½Ã ±âÁ¸ ¿¬±¸ÀÚµéÀÌ Á¦½ÃÇÏ¿´´ø ¸¸Á·½º·¯¿î ¹üÀ§¸¦ °¡Áö´Â °ÍÀ» ¾Ë ¼ö ÀÖ¾ú´Ù. ÃÖÁ¾ÀûÀ¸·Î ¼±Á¤µÈ »çÀüºÐÆ÷´Â º» ¿¬±¸ÀÇ IIÆí¿¡¼­ Bayesian MCMC¹æ¹ýÀÇ »çÀüºÐÆ÷·Î ÀÌ¿ëµÇ¾úÀ¸¸ç, ±× °á°ú¸¦ ±âÁ¸ ºÒÈ®½Ç¼ºÀÇ ÃßÁ¤¹æ¹ýÀÇ ÇϳªÀÎ 2Â÷ ±Ù»ç½ÄÀ» ÀÌ¿ëÇÑ ÃÖ¿ìÃßÁ¤(maximum likelihood estimation)¹æ¹ýÀÇ °á°ú¿Í ºñ±³ÇÏ¿´´Ù.
The low flow analysis is an important part in water resources engineering. Also, the results of low flow frequency analysis can be used for design of reservoir storage, water supply planning and design, waste-load allocation, and maintenance of quantity and quality of water for irrigation and wild life conservation. Especially, for identification of the uncertainty in frequency analysis, the Bayesian approach is applied and compared with conventional methodologies in at-site low flow frequency analysis. In the first manuscript, the theoretical background for the Bayesian MCMC (Bayesian Markov Chain Monte Carlo) method and Metropolis-Hasting algorithm are studied. Two types of the prior distribution, a non-data- based and a data-based prior distributions are developed and compared to perform the Bayesian MCMC method. It can be suggested that the results of a data-based prior distribution is more effective than those of a non-data-based prior distribution. The acceptance rate of the algorithm is computed to assess the effectiveness of the developed algorithm. In the second manuscript, the Bayesian MCMC method using a data-based prior distribution and MLE(Maximum Likelihood Estimation) using a quadratic approximation are performed for the at-site low flow frequency analysis.
 
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Àú¼ö·® Á¡ ºóµµºÐ¼®;ºÒÈ®½Ç¼º;Metropolis-Hastings ¾Ë°í¸®Áò;»çÀüºÐÆ÷ ÃÖ¿ìÃßÁ¤¹æ¹ý;2Â÷ ±Ù»ç¹ý;At-site low flow frequency analysis;Uncertainty;Bayesian MCMC;Prior distribution;Metropolis-Hastings algorithm;MLE;Quadratic approximation;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.41, no.1, 2008³â, pp.35-47
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200804503863718)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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