¶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

Çѱ¹ÇÏõȣ¼öÇÐȸ / v.42, no.2, 2009³â, pp.200-211
BASINS/SWAT ¸ðµ¨À» ÀÌ¿ëÇÑ °æ¾Èõ À¯¿ªÀÇ ¿À¿°ºÎÇÏ ¹èÃâ Æ¯¼º
( Characteristics of Pollution Loading from Kyongan Stream Watershed by BASINS/SWAT. )
ÀåÀçÈ£;À±Ãá°æ;Á¤±¤¿í;ÀÌ»õº½; °Ç±¹´ëÇб³ ȯ°æ°úÇаú;°Ç±¹´ëÇб³ ȯ°æ°úÇаú;Çѱ¹¼ö°èȯ°æ¿¬±¸¼Ò;°Ç±¹´ëÇб³ ȯ°æ°úÇаú;
 
ÃÊ ·Ï
ÃÖ±Ù »ó¼ö¿ø ¼öÁú°ü¸®¿¡ À־ ÆÈ´çÈ£ ¼öÁú¾ÇÈ­¿¡ Á÷Á¢ÀûÀ¸·Î ¿µÇâÀ» ÁÖ´Â °æ¾Èõ À¯¿ª°ü¸®¿¡ ´ëÇÑ °ü½ÉÀÌ Áõ°¡ÇÏ¿© ÀûÀýÇÑ ´ëÃ¥ÀÌ ÇÊ¿äÇÏ´Ù. À̸¦ À§ÇØ SWAT ¸ðµ¨À» Àû¿ëÇÏ¿© À¯¿ª ³» Á¡ ºñÁ¡¿À¿°¿ø¿¡ µû¸¥ ¿À¿°¹°Áú ¹ß»ý Ư¼ºÀ» Æò°¡ÇϰíÀÚ ÇÏ¿´À¸¸ç, ¿¬±¸°á°ú´Â ÇâÈÄ °æ¾Èõ À¯¿ªÀÇ È¿À²ÀûÀÎ ¼öÁú°ü¸®¸¦ À§ÇÑ ±âÃÊÀÚ·á·Î¼­ µµ¿òÀÌ µÇ°íÀÚ ÇÑ´Ù. BASINS´Â À¯¿ªÀÇ ¿À¿°ÇöȲÀ» ½Å¼ÓÇÏ°í ¿ëÀÌÇÏ°Ô ÆÄ¾Ç°¡´ÉÇÏ°í ¿¹Ãø¸ðÇüÀÇ ÀÔ·ÂÀڷḦ ÀÚµ¿ÀûÀ¸·Î »ý¼ºÇØÁֱ⠶§¹®¿¡, BASINS Àû¿ëÀ» À§ÇÑ °ø°£ÀÔ·ÂÀÚ·áÀÎ À¯¿ª °æ°è¿Í ÇÏõµµ, DEM, ÅäÁö À̿뵵, Åä¾çµµ µîÀ» tool Çü½Ä¿¡ ¸Â°Ô º¯È¯Çϰí ÀÔ·ÂÇÏ¿© SWAT°ú °°Àº À¯¿ª¸ðµ¨À» ¿¬±¸¸ñÀû¿¡ ¸Â°Ô Àû¿ëÇÒ ¼ö ÀÖ¾ú´Ù. ¿¬±¸¸ñÀû¿¡ ¸Â°Ô ¸ðµ¨À» ÀûÀýÈ÷ Àû¿ëÇϱâ À§ÇÏ¿© À¯·®, SS, TN, ±×¸®°í TP¼øÀ¸·Î 2004³âºÎÅÍ 2008³â±îÁö ÀϺ°·Î °Ë º¸Á¤ ÇÏ¿´°í, ¸ðµ¨ Åë°è Ä¡¿Í È¿À² »êÁ¤ ¹× »êÆ÷µµ ÀÛ¼ºÀ» ÅëÇØ ¸ðµ¨ÀÇ Á¤·®Àû, Á¤¼ºÀû ¸ðÀÇÆ¯¼ºÀ» ÆÇ´ÜÇÏ¿´´Ù. À¯·®ÀÇ °æ¿ì ½ÇÃø°ª¿¡ ´ëÇÑ ¸ðÀÇ °æÇâÀÌ Àß ¹Ý¿µ µÇ¾úÀ¸¸ç, SS, TN, TPÀÇ °æ¿ì ƯÁ¤±â°£¿¡¼­ °ú´ë ¶Ç´Â °ú¼ÒÆò°¡ µÇ¾úÀ¸³ª À¯¿ªÀ̶ó´Â ±¤¹üÀ§ÇÏ°í º¹ÇÕÀûÀΠƯ¼º°ú ±× ¾È¿¡¼­ÀÇ º¹ÀâÇÑ ¼öÁú±âÀÛ µîÀ» °í·ÁÇØ º¼ ¶§ Çã¿ëÇÒ ¼ö ÀÖ´Â ¹üÀ§¿¡¼­ ½ÇÃø°ªÀ» ÀûÀýÈ÷ ¹¦»çÇÑ °ÍÀ¸·Î ÆÇ´ÜµÇ¾ú´Ù. ±×·¯³ª °á°úÀÇ Á¤È®ÇÑ ÇØ¼®°ú Àû¿ëÀ» À§Çؼ­´Â º¸´Ù »ó¼¼ÇÑ ÃøÁ¤ÀÚ·á È®º¸ ¹× °Ë º¸Á¤ ÀÛ¾÷ÀÌ ÇÊ¿äÇϸç, ƯÈ÷ Á¡¿À¿°¿ø ¹èÃâÇöȲ¿¡ ´ëÇÑ °üÃøÀÚ·áÀÇ °ËÁõÀ» ÅëÇØ ÀÌ»ó Ä¡µéÀÇ Á¤È®¼ºÀ» °³¼±ÇÒ Çʿ䰡 ÀÖ´Ù. ³â°£ ¿À¿°ºÎÇÏ·®À» »êÁ¤ÇÑ °á°ú, SS¿Í TPÀÇ °æ¿ì °­¿ì·®ÀÌ Áõ°¡ÇÔ¿¡ µû¸¥ À¯Ãâ·® º¯È­°¡ ºñÁ¡¿À¿°ºÎÇÏ·® º¯È­¿¡ ¿µÇâÀ» ¹ÌÄ¡´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. TNÀº Á¡¿À¿°ºÎÇÏ·®ÀÌ ¸Å³â À¯»çÇÑ ¹üÀ§¿¡¼­ »êÁ¤µÇ¿´À¸³ª, À¯·®Áõ°¡¿¡ µû¸¥ Áú¼Ò¼ººÐÀÇ Èñ¼®À̳ª »êÈ­È¿°ú·Î ÀÎÇÏ¿© Áú¼Ò³óµµ °¨¼Ò°¡ ºñÁ¡¿À¿°ºÎÇÏ·® °¨¼Ò·Î ³ªÅ¸³µ´Ù. ¼ö°è¿À¿°ÃÑ·®°ü¸® ±â¼úÁöħ¿¡ ÀÇÇØ »êÁ¤µÈ ¹èÃâºÎÇÏ·®°ú ºñ±³ÇÑ °á°ú, ÃÑ·®¿¡¼­´Â º» ¿¬±¸°á°ú°¡ 2${sim}$3¹è °¡·® ´õ ÀÛÀ¸¸ç, ºñÁ¡¿À¿° ºÎÇÏ·®ÀÇ °æ¿ì ´õ Å« °ÍÀ¸·Î ³ªÅ¸³µ´Ù. ¿ø´ÜÀ§¸¦ ÀÌ¿ëÇÏ¿© ºÎÇÏ·®À» »êÁ¤ÇÒ °æ¿ì À¯´Þ°³³äÀÌ °í·ÁµÇÁö ¾Ê°í ´Ü¼ø °­¿ìÀ¯Ãâºñ¸¸À» °í·ÁÇϱ⠶§¹®¿¡ ³ªÅ¸³ª´Â °á°ú¶ó°í ÆÇ´ÜµÇ¿´´Ù. ¿¬Áß ÀÏÁ¤ÇÏ°Ô ³ªÅ¸³ª´Â Á¡¿À¿°¿øÀÇ Æ¯¼ºÆÄ´Â ´Þ¸®, ºñÁ¡¿À¿°¿ø¿¡ ÀÇÇÑ ºÎÇÏ·®Àº °­¿ì°¡ ÁýÁߵǴ 6${sim}$9¿ù¿¡ 61.8${sim}$88.7%¼öÁØÀ¸·Î Å©°Ô Áõ°¡ÇÏ¸ç °­¿ìÀ¯Ãâ·®¿¡ ¸¹Àº ¿µÇâÀ» ¹Þ´Â °ÍÀ» ¾Ë ¼ö ÀÖ¾úÀ¸³ª, TN°ú TP´Â Æò¼ö±â ¹× Àú¼ö±â (10${sim}$5¿ù)¿¡ Á¡¿À¿°¿ø¿¡ ÀÇÇÑ ¿µÇâÀÌ Å©°Ô ³ªÅ¸³µ´Ù. ÀÌ´Â Àú¼ö±â¿¡ È帣´Â °æ¾Èõ À¯·®ÀÇ ¸¹Àº ¾çÀÌ ¿ëÀÎ½Ã¿Í ±¤Áֽÿ¡ À§Ä¡ÇÑ È¯°æ±âÃʽü³ÀÇ ¹æ·ù·®À̸ç, ÀÌ¿¡ µû¶ó ÇÏÀý±â ºñÁ¡¿À¿°»Ó¸¸ ¾Æ´Ï¶ó Àú¼ö±âÀÇ ¼öÁú°³¼±À» À§ÇÑ °ü¸® ¶ÇÇÑ ÀûÀýÈ÷ ÇÊ¿äÇÑ °ÍÀ¸·Î ÆÇ´ÜµÇ¾ú´Ù.
A mathematical modeling program called Soil and Water Assessment Tool (SWAT) developed by USDA was applied to Kyongan stream watershed. It was run under BASINS (Better Assessment Science for Integrating point and Non-point Sources) program, and the model was calibrated and validated using KTMDL monitoring data of 2004${sim}$2008. The model efficiency of flow ranged from very good to fair in comparison between simulated and observed data and it was good in the water quality parameters like flow range. The model reliability and performance were within the expectation considering complexity of the watershed and pollutant sources. The results of pollutant loads estimation as yearly (2004${sim}$2008), pollutant loadings from 2006 were higher than rest of year caused by high precipitation and flow. Average non-point source (NPS) pollution rates were 30.4%, 45.3%, 28.1% for SS, TN and TP respectably. The NPS pollutant loading for SS, TN and TP during the monsoon rainy season (June to September) was about 61.8${sim}$88.7% of total NPS pollutant loading, and flow volume was also in a similar range. SS concentration depended on precipitation and pollution loading patterns, but TN and TP concentration was not necessarily high during the rainy season, and showed a decreasing trend with increasing water flow. SWAT based on BASINS was applied to the Kyongan stream watershed successfully without difficulty, and it was found that the model could be used conveniently to assess watershed characteristics and to estimate pollutant loading including point and non-point sources in watershed scale.
 
Ű¿öµå
BASINS;non-point source;point source;pollutant loads;SWAT;
 
Çѱ¹ÇÏõȣ¼öÇÐȸÁö / v.42, no.2, 2009³â, pp.200-211
Çѱ¹ÇÏõȣ¼öÇÐȸ
ISSN : 1976-8087
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200926158875920)
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¿