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Çѱ¹¼öÀÚ¿øÇÐȸ / v.37, no.11, 2004³â, pp.929-938
¹Ìȣõ À¯¿ªÀÇ À¯ÃâÇØ¼®À» À§ÇÑ WMS ¸ðÇüÀÇ Àû¿ë
( Application of WMS Model for Runoff Analysis of Miho Stream Basin )
¾È»óÁø;À̹«°æ;Àü°è¿ø;¿¬Àμº; ÃæºÏ´ëÇб³ Åä¸ñ°øÇаú;ÃæºÏ´ëÇб³ Åä¸ñ°øÇаú;»ïô´ëÇб³ ¹æÀç±â¼úÀü¹®´ëÇпø;ÃæºÏ´ëÇб³ Åä¸ñ°øÇаú;
 
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º» ¿¬±¸¿¡¼­´Â ±Ý°­È«¼öÅëÁ¦¼ÒÀÇ È«¼öÁ¶Àý ÁÖ¿äÁöÁ¡ÀÎ ±Ý°­¼ö°èÀÇ ¹Ìȣõ À¯¿ª(¼®È­ ¼öÀ§°üÃø¼Ò)À» ´ë»óÀ¯¿ªÀ¸·Î ¼±Á¤ÇÏ¿´´Ù. GIS¿Í °áÇÕµÈ È«¼öÀ¯Ãâ¸ðÇüÀÎ WMS¸¦ ÀÌ¿ëÇÏ¿© ¼ö¹®ÇÐÀû ÁöÇüƯ¼ºÀÎÀÚ¸¦ ÃßÃâÇÏ¿´À¸¸ç, À¯ÃâÇØ¼®Àº WMS¿¡ ³»ÀçµÈ HEC-1À» ÀÌ¿ëÇÏ¿´´Ù. À¯È¿°­¿ì·®ÀÇ »êÁ¤À» À§ÇØ SCSÀÇ CN °ªÀ» »ç¿ëÇÏ¿´À¸¸ç, ÇÕ¼º´ÜÀ§µµ¹ýÀ¸·Î´Â Clark, Snyder ¹× SCS ¹«Â÷¿ø ´ÜÀ§µµ¹ýÀ» »ç¿ëÇÏ¿´´Ù. º» ¿¬±¸¿¡¼­´Â ½ÇÃø ¼ö¹®°î¼±°úÀÇ °ËÁõÀ» ÅëÇØ ¹Ì°èÃø À¯¿ª¿¡¼­ÀÇ °­¿ìÀ¯Ãâ¸ðÀÇ¿¡¼­ GISÀÇ Àû¿ë¼ºÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú´Ù. ±× °á°ú ¹ÌȣõÀÇ °æ¿ì Snyder(Tulsa) ¹æ¹ý°ú Clark(Kerby) ¹æ¹ýÀÌ ´ëü·Î ÀûÇÕÇÑ ¹æ¹ýÀ¸·Î ³ªÅ¸³µ°í, Snyder(Tulsa) ¹æ¹ýÀÌ Clark(Kerby) ¹æ¹ýº¸´Ù Á» ´õ ÀûÇÕÇÑ °á°ú¸¦ º¸¿´´Ù. ±×¸®°í µµ½ÃÈ­ Á¤µµ¿¡ µû¶ó ÷µÎÀ¯·®ÀÌ Áõ°¡ÇÏ¿´°í ÷µÎÀ¯·® ¹ß»ý½Ã°£ÀÌ °¨¼ÒÇÏ´Â °æÇâÀ» º¸¿´´Ù.
In this study, Miho stream basin(Seokhwa water level gauging station) In Geum river, Flood control main station of Geum River Flood Control Office, is selected. Hydrologic topographical informations are calculated using WMS which is hydrologic analysis software coupled with GIS Method, and flood analysis is accomplished by HEC-1 included In WMS. To calculate the effective rainfall CN values of SCS are used. Clark, Snyder and SCS methods are selected respectively to derive unit hydrograph. This study shows the applicability of GIS techniques to runoff simulation in ungauged basin by comparing with actual measured flood hydrograph. As a results, Snyder(Tulsa) method and Clark (Herby) method is suitable to Miho stream basin. But Snyder(Tulsa) method is suitable more than Clark(Herby) method. And according to the degree of urbanization, the peak discharge has increased and the peak time has tended to decrease.
 
Ű¿öµå
WMS;GIS;HEC-1;Runoff Analysis;Synthenic Hydrograph;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.37, no.11, 2004³â, pp.929-938
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200412910510256)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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