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Çѱ¹¼öÀÚ¿øÇÐȸ / v.42, no.2, 2009³â, pp.161-168
ÇѰ­À¯¿ªÀÇ ´Ù¸ñÀû´ï ¿î¿µ¿¡ µû¸¥ ºóµµÈ«¼ö·®ÀÇ Æò°¡
( Assessment of Probability Flood according to the Flow Regulation by Multi-purpose Dams in Han-River Basin )
±è³²¿ø;ÀÌÁ¤Àº; Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø.ȯ°æ¿¬±¸º»ºÎ ¼öÀÚ¿ø¿¬±¸½Ç;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø.ȯ°æ¿¬±¸º»ºÎ ¼öÀÚ¿ø¿¬±¸½Ç;
 
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º» ¿¬±¸¿¡¼­´Â ÆÈ´ç´ï ÁöÁ¡À» Áß½ÉÀ¸·Î »ó·ù¿¡ À§Ä¡Çϰí ÀÖ´Â ¼Ò¾ç°­, ÃæÁÖ ´Ù¸ñÀû´ï ¿î¿µ¿¡ µû¸¥ ºóµµÈ«¼ö·®ÀÇ °Åµ¿º¯È­¸¦ ºÐ¼®ÇϰíÀÚ ÇÏ¿´´Ù. À̸¦ ¿¬±¸Çϱâ À§Çؼ­´Â µ¿ÀϱⰣÀÇ ´ï¿î¿µ ¿©ºÎ¿¡ µû¸¥ µÎ °è¿­(Á¶ÀýÀ¯·®, ºñÁ¶Àý À¯·®)ÀÇ È«¼ö·® ÀڷḦ ÇÕ¸®ÀûÀ¸·Î ȹµæÇÏ´Â °ÍÀÌ ¹«¾ùº¸´Ù Áß¿äÇÏ´Ù. È«¼ö·® »êÁ¤À» À§Çؼ­´Â ´Ü±â °­¿ì-À¯Ãâ¸ðÇüÀ» ÀÌ¿ëÇØ¾ß ÇÏÁö¸¸, °è»êÀÇ ¾î·Á¿ò°ú À¯¿ªÀÇ ºñ¼±ÇüÀ¸·Î ÀÎÇØ ±× °á°ú¸¦ Áõ¸íÇÏ±â ¸Å¿ì ¾î·Á¿î Çö½ÇÀÌ´Ù. µû¶ó¼­ »ó´ëÀûÀ¸·Î À¯¿ª¸éÀûÀÌ Å¬¼ö·Ï ÀÏÀ¯·®°ú È«¼ö·®ÀÇ °ü°è°¡ ºñ±³Àû ÀÏÁ¤ÇÑ °æÇâÀ» º¸Àδٴ Á¡¿¡ Âø¾ÈÇÏ¿©, Àå±âÀ¯Ãâ¸ðÇüÀÎ SWAT-K¸¦ ÀÌ¿ëÇÏ¿© ´ï¿î¿µ ¿©ºÎ¿¡ µû¸¥ µÎ °è¿­ÀÇ ÀÏÀ¯·®À» ¸ðÀÇÇÏ¿´´Ù. ÀÏÀ¯·®°ú È«¼ö·®ÀÇ »ó°ü°ü°è·Î ¸ðÀÇµÈ ÀÏÀ¯·®À» È«¼ö·®À¸·Î À¯µµÇÑ ÈÄ, ´ï¿î¿µ ¿©ºÎ¿¡ µû¸¥ ºóµµÈ«¼ö·®ÀÇ º¯È­Æ¯¼ºÀ» ÆÄ¾ÇÇÏ¿´´Ù. È«¼öºóµµºÐ¼®À» À§ÇØ »ç¿ëµÈ ºÐÆ÷´Â Extreme Type-IÀ̸ç, ¸Å°³º¯¼ö ÃßÁ¤Àº L-moment ¹æ¹ýÀ» ÀÌ¿ëÇÏ¿´´Ù. ¿¬±¸°á°ú¿¡ µû¸£¸é, ¼Ò¾ç°­, ÃæÁÖ µÎ ´Ù¸ñÀû´ï ¿î¿µÀÌ ÀÌ·ç¾îÁöÁö ¾ÊÀº »óȲ¿¡ ´ëÇÑ ÆÈ´ç´ï ÁöÁ¡¿¡¼­ÀÇ 100³â ºóµµÈ«¼ö·®¿¡ ºñÇÏ¿©, ¼Ò¾ç°­´ï, ÃæÁÖ´ï, ¼Ò¾ç°­°ú ÃæÁÖ´ïÀÇ ¿î¿µÀ¯¹«¿¡ µû¸¥ 3°¡Áö ½Ã³ª¸®¿À¿¡ ´ëÇÑ ºóµµÈ«¼ö·®Àº °¢°¢ 91, 83, 71 % ±Ô¸ð·Î ºÐ¼®µÇ¾ú´Ù. º» ¿¬±¸´Â À¯¿ª¸éÀûÀÌ »ó´ëÀûÀ¸·Î ³ÐÀº À¯¿ª¿¡¼­ ´ï¿î¿µ ¿©ºÎ¿¡ µû¸¥ ºóµµÈ«¼ö·®ÀÇ º¯È­¸¦ ÆÄ¾ÇÇÒ ¼ö ÀÖ´Â »õ·Î¿î ½Ãµµ¿´´Ù. ÀÌ´Â ÀÏÀ¯·® ÀÚ·áÀÇ ÀÌ¿ë ¹× ºÐ¼®¿¡ ÀÖ¾î À̼öÀûÀÎ Ãø¸é»Ó¸¸ ¾Æ´Ï¶ó Ä¡¼öÀûÀÎ Ãø¸é¿¡¼­ÀÇ È°¿ë¼ºÀ» ³ôÀÏ °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù.
The purpose of this study is to evaluate the variation of probability flood according to the flow regulation by multi-purpose dams (Soyang and Chungju) in the Han-river basin, Korea. SWAT-K (Soil and Water Assessment Tool-Korea) was used in order to generate regulated and unregulated daily streamflows upstream of Paldang dam. Simulated flow regulated by the Soyang and Chungju dams was calibrated by comparison with the observed inflow data at Paldang reservoir. Generally the ratio of flood flows to daily streamflows is known to decrease with drainage area in a watershed. Regulated and unregulated flood flows were obtained from the relationship between flood flows and daily streamflows. Extreme Type-I distribution was applied for flood frequency analysis and L-moment method was used for parameter estimation. This is a novel approach capable of understanding the variation in flood frequency with dam operation for the relatively large watershed scale, and this will helps improve the applicability of daily stream flow data for use in flood control as well as in water utilization.
 
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Á¶ÀýÀ¯·®;ºñÁ¶ÀýÀ¯·®;È«¼öºóµµºÐ¼®;L-moment ¹æ¹ý;SWAT-K;Regulated and unregulated streamflows;Flood frequency analysis;L-moment method;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.42, no.2, 2009³â, pp.161-168
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200906939466406)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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