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Çѱ¹¼öÀÚ¿øÇÐȸ / v.36, no.6, 2003³â, pp.911-924
À¯¿ªºÐÇÒ¿¡ µû¸¥ À¯ÃâÀÀ´ä¿¡ °üÇÑ ¿¬±¸
( A Study on Runoff Response according to Dividing Watershed. )
±è°æÅ¹;ÃÖÀ±¼®; Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø¿¬±¸ºÎ;
 
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¼öÀÚ¿ø ºÐ¾ß¿¡¼­ GIS¸¦ ÀÌ¿ëÇÑ À¯¿ªÀÇ ÁöÇüÀÎÀÚ ÃßÃâ ¹× ¼ö¹®¸ðÇüÀÇ ¸Å°³º¯¼ö ÃßÃâ¿¡ ´ëÇÑ ¸¹Àº ¿¬±¸°¡ ÁøÇàµÇ°í ÀÖ´Ù. ±×·¯³ª ¾ÆÁ÷±îÁö ÀÌ·¯ÇÑ ¹æ¹ýµé¿¡ ´ëÇÑ ¸íÈ®ÇÑ ±âÁØÀº Á¤¸³µÇ¾î ÀÖÁö ¾ÊÀº »óÅÂÀÌ´Ù. º» ¿¬±¸¿¡¼­´Â ÁýÁßÇü ¸ðÇüÀ» Àû¿ëÇÔ¿¡ À־ µ¿ÀÏ Æ¯¼ºÀ¸·Î ±¸ºÐµÇ¾î Áö´Â À¯¿ªºÐÇÒ¿¡ µû¸¥ À¯Ãâ ÀÀ´äƯ¼ºÀÇ º¯È­¿¡ ´ëÇØ¼­ °ËÅäÇϰíÀÚ ÇÑ´Ù. GIS¸¦ ÀÌ¿ëÇÑ À¯¿ªÀÇ ºÐÇÒ°ú ¼ö¹®ÇÐÀû ÁöÇüÀÎÀÚ ¹× ¸Å°³º¯¼öÀÇ °è»êÀ» À§ÇÏ¿© WMS¸¦ »ç¿ëÇÏ¿´À¸¸ç, À¯ÃâÀÀ´ä Ư¼ºÀÇ ±Ô¸íÀ» À§ÇÑ ¼ö¹®¸ðÇüÀ¸·Î´Â HEC-1À» »ç¿ëÇÏ¿´´Ù. º» ¿¬±¸¿¡¼­´Â Æòâ°­ ¹× À§Ãµ À¯¿ªÀ» ´ë»óÀ¸·Î À¯Ãâ¸ðÀǸ¦ ¼öÇàÇÏ¿´À¸¸ç, ÇØ´ç À¯¿ªÀÇ ¼ö¹®Çö»óÀ» °¡Àå Àß ¸ðÀÇÇÒ ¼ö ÀÖ´Â ÀûÁ¤ À¯¿ªºÐÇÒ¿¡ °üÇÏ¿© ¿¬±¸ÇÏ¿´´Ù. À¯¿ªºÐÇÒÀÌ À¯Ãâ¸ðÀÇ¿¡ ¹ÌÄ¡´Â ¿µÇâÀ» °ËÅäÇÏ¿´À¸¸ç ÀÏÁ¤ À¯¿ªºÐÇÒ ÀÌÈÄ¿¡´Â À¯¿ªºÐÇÒÀÌ À¯Ãâ¸ðÀǰá°ú¿¡ Å« ¿µÇâÀ» ¹ÌÄ¡Áö ¾ÊÀ½À» ¾Ë ¼ö ÀÖ¾ú´Ù. ÀÌ·¯ÇÑ ¿¬±¸ °á°ú´Â ƯÁ¤ À¯¿ªÀÇ À¯Ãâ¸ðÀǽà ÃÖÀû ¸ðÀÇ ¸éÀûÀ» ¼±Á¤Çϴµ¥ µµ¿òÀÌ µÉ ¼ö ÀÖÀ» °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù.
Many researches have been conducting on extracting geometry data and hydrologic parameters by using GIS technique. However, there is no clear standard on those methods yet. This study examines the changing pattern of runoff responses characteristics with applying lumped model on divided watershed. WMS is used in order to divide watershed and calculate hydrologic geometry data and parameters by GIS technique. HEC-1 is adopted as a hydrologic model to establish runoff responses. The basin is divided into small watersheds, which are approximately same size. This research conducted runoff response simulation of Pyoungchang River and Wichon River Basin. Especially, research was focused on what is the most appropriate level as a divined sub-basin, and tested the effect of size of sub-basin for the runoff response simulation. The results showed the size of sub-basin was not an important factor for the simulation results after a certain size. The results of this study can be applied as an appropriate guidance to select optimal simulation size of watershed for the lumped model in a specific watershed.
 
Ű¿öµå
À¯¿ªºÐÇÒ;À¯ÃâÀÀ´ä;GIS;Basin Area;Basin Division;WMS;HEC-1;Runoff Response;GIS;WMS;HEC-1;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.36, no.6, 2003³â, pp.911-924
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200311922122483)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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