¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹¼öÀÚ¿øÇÐȸ / v.37, no.7, 2004³â, pp.599-612
SWAT-SWMM °áÇÕ¸ðÇüÀÇ °³¹ß (II) ¸ðÇüÀÇ Æ¯Â¡ ¹× Æò°¡
( The Development of Coupled SWAT-SWMM Model (II) Model Characteristics and Evaluation )
±è³²¿ø;¿øÀ¯½Â; Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø¿¬±¸ºÎ;
 
ÃÊ ·Ï
À¯¿ª±Ô¸ðÀÇ Àå±â À¯Ãâ¸ðÇüÀÎ SWATÀº ´Ù¾çÇÑ ÅäÁöÀÌ¿ëÀ» °í·ÁÇÒ ¼ö ÀÖ´Â ÀåÁ¡ÀÌ ÀÖ´Â ¹Ý¸é, µµ½ÃÁö¿ª¿¡ ´ëÇÑ ¹è¼öƯ¼ºÀ» ÃæºÐÈ÷ °í·ÁÇÒ ¼ö ¾ø´Â ´ÜÁ¡À» °¡Áö°í ÀÖ´Ù. ¹Ý¸é, ¼¼°èÀûÀ¸·Î µµ½ÃÁö¿ªÀÇ À¯ÃâÇö»ó ±Ô¸í¿¡ ³Î¸® ÀÌ¿ëµÇ´Â SWMM ¸ðÇüÀº µµ½ÃÁö¿ªÀÇ ÁöÇ¥¸é Ư¼º°ú ¹è¼öƯ¼ºÀ» ¸ðµÎ °í·ÁÇÒ ¼ö ÀÖ´Â ÀåÁ¡ÀÌ ÀÖ´Â ¹Ý¸é À¯¿ª ³» µµ½ÃÁö¿ª ÀÌ¿ÜÀÇ ÅäÁöÀ̿뿡 ´ëÇÑ °í·Á°¡ Èûµé´Ù´Â ´ÜÀýÀÌ ÀÖ´Ù. º» ¿¬±¸¿¡¼­´Â µÎ ¸ðÇüÀÇ ÀåÁ¡À» »ì¸®°í, ´ÜÁ¡À» º¸¿ÏÇÑ SWAT-SWMM °áÇÕ¸ðÇüÀ» °æ¾Èõ³» ¿À»êõ À¯¿ª¿¡ Àû¿ëÇÏ¿´´Ù. À̷κÎÅÍ SWAT-SWMM °áÇÕ¸ðÇü¿¡ ´ëÇÑ ¸ð½Ä°á°ú¿Í SWAT ¸ðÇü¿¡ ÀÇÇÑ ¸ðÀǰá°ú¸¦ Áõ¹ß»ê, ÁöÇ¥¸éÀ¯Ãâ·®, Åä¾çÀ¸·ÎºÎÅÍÀÇ À¯Ãâ·®, À¯¿ª ¹× Çϵµ À¯Ãâ·® µî ¼ö¹®¼ººÐº°·Î ºñ±³¤ýÆò°¡ÇÏ¿´°í, µÎ ¸ðÇüÀÇ ¼ö¹®¼ººÐº° À¯Ãâ¸ð½ÄÀÇ Æ¯Â¡¿¡ ´ëÇÏ¿© ³íÀÇÇÏ¿´´Ù
The continuous long-term rainfall-runoff simulation model SWAT has the advantage of being able to account for various land use, however, SWAT lacks the capability of simulating the drainage characteristics of urban area. On the other hand, SWMM, which is the most popular model for runoff analysis of urban watershed, has the advantage of being capable of considering surface and drainage characteristics in urban area, but SWMM cannot easily account for land use other than urban area within a watershed. In this study, SWAT-SWMM model, which builds on the strengths of SWAT and SWMM, has been applied to the Osan River Watershed which is a tributary watershed to the Gyung-Ahn River. From the application, the results from coupled SWAT-SWMM model has been compared to the ones from SWAT for each hydrologic component such as evapotranspiration, surface runoff, groundwater flow, and watershed and channel discharge, and the runoff characteristics of two models for each hydrologic component has been discussed.
 
Ű¿öµå
°­¿ì-À¯Ãâ°ü°è;µµ½ÃÁö¿ª;¼ö¹®¼ººÐ;rainfall-runoff relation;SWAT;SWMM;SWAT-SWMM;urban area;hydrological component;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.37, no.7, 2004³â, pp.599-612
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200411922379312)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿