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Çѱ¹¼öÀÚ¿øÇÐȸ / v.38, no.10, 2005³â, pp.895-906
ÁØºÐÆ÷Çü TOPMODEL °³¹ß
( Development of Semi-Distributed TOPMODEL )
¹è´öÈ¿;±èÁøÈÆ; ¼¼Á¾´ëÇб³ ¹°ÀÚ¿ø¿¬±¸¼Ò Åä¸ñȯ°æ°øÇаú;¼¼Á¾´ëÇб³ Åä¸ñȯ°æ°øÇаú;
 
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ÃÖ±Ù ±¹³»¿ÜÀûÀ¸·Î ¼ö¹®°üÃø ÀÚ·áÀÇ ´Ù¾ç¼º ¹× ÁöÇüÁ¤º¸½Ã½ºÅÛÀÇ ¹ß´Þ·Î ºÐÆ÷Çü À¯Ãâ¸ðÇüÀÇ °³¹ßÀÌ È°¹ßÈ÷ ÁøÇàµÇ°í ÀÖ´Ù. ±× ´ëÇ¥ÀûÀÎ ¸ðÇü °¡¿îµ¥ ÇϳªÀÎ TOPMODELÀº ¼ÒÀ¯¿ª¿¡¼­¸¸ Àû¿ëµÉ ¼ö ÀÖ´Â Àû¿ë À¯¿ª¸éÀûÀÇ Á¦¾à¼ºÀ» ³»Æ÷Çϰí ÀÖ´Ù. º» ¿¬±¸¿¡¼­´Â ÀÌ¿Í °°Àº °ø°£Àû Á¦¾à¼ºÀ» ±Øº¹Çϱâ À§Çؼ­ ÁØºÐÆ÷Çü TOPMODEL¸¦ °³¹ßÇÏ¿´À¸¸ç, °³¹ßµÈ ¸ðÇüÀº ¼ÒÀ¯¿ªÀÇ Åä¾ç¼öºÐ º¯È­ ¹× À¯ÃâÇØ¼®À» ÇÒ ¼ö ÀÖ´Â À¯¿ª À¯Ãâ¸ðÇü°ú °¢ ¼ÒÀ¯¿ªµéÀ» ¿¬°áÇÏ¿© »ó·ù¿¡¼­ ÇÏ·ù·Î Çϵµ È«¼öÃßÀûÀ» ÇÒ ¼ö ÀÖ´Â ¿îµ¿ÆÄ Çϵµ È«¼öÃßÀû ¸ðÇüÀ¸·Î ±¸¼ºÇÏ¿´´Ù. °³¹ßµÈ ¸ðÇüÀÇ Àû¿ë ´ë»óÁö¿ªÀº $2,703km^2$ÀÇ ¼Ò¾ç°­ ´ï »ó·ùÀ¯¿ªÀ» ¼±Á¤ÇÏ¿´°í, °ú°Å ÁÖ¿ä È£¿ì»ç»óÀ» ¼±ÅÃÇÏ¿© 1990³â ÀÏ´ÜÀ§ »ç»óÀº ¸ðÇüÀÇ ¸Å°³º¯¼ö ÃßÁ¤¿¡ »ç¿ëÇÏ¿´À¸¸ç, ±âŸÀÇ »ç»óÀº ¸ðÇüÀÇ °ËÁõ¿¡ ÀÌ¿ëÇÏ¿´´Ù. ±× °á°ú ¼±ÅÃµÈ È£¿ì»ç»ó¿¡ ´ëÇØ¼­ °üÃøÀ¯·®°ú °è»êÀ¯·®ÀÇ »ó°ü°è¼ö°¡ 0.9 ÀÌ»óÀ¸·Î ºñ±³Àû Á¤È®ÇÑ °á°ú¸¦ Á¦½ÃÇÏ¿´´Ù. µû¶ó¼­, º» ¿¬±¸¿¡¼­ °³¹ßµÈ ÁØºÐÆ÷Çü TOPMODELÀº ´ëÀ¯¿ªÀÇ È«¼öÇØ¼®¿¡ À¯¿ëÇÏ°Ô ÀÀ¿ëµÉ ¼ö ÀÖÀ» °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù.
The diversity of observed hydrologic data and the development of geographic information system leads significant progress for developing distributed runoff models in the world. One of the typical examples is TOPMODEL, but the spatial coverage of its application Is limited on small headwater basins. The purpose of this study attempts to overcome its limitation and consequently develops a semi-distributed TOPMODEL. The developed model is composed of two components: a watershed runoff component for a lumped representation of hydrologic runoff process on the catchment scale and a kinematic wave type hydraulic channel routing component lot routing the catchment outflows. The application basin is the $2,703km^2$ upper Soyang dam site and several daily and hourly events are selected for model calibrations and verifications. The model parameters are estimated on 1990 daily event. The model performance on correlation coefficient between observed and computed flows are above 0.90 for the verification events. It is concluded that the developed model in this study can be used for flood analysis in large drainage basins.
 
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¿îµ¿ÆÄ ÇϵµÃßÀû;ÁØºÐÆ÷Çü ¸ðÇü;ÁöÇüÁö¼ö;¼Ò¾ç°­ À¯¿ª;TOPMODEL;Kinematic wave channel routing;Semi-distributed model;Topographic index;Soyang River basin;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.38, no.10, 2005³â, pp.895-906
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200507521980771)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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