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Çѱ¹¼öÀÚ¿øÇÐȸ / v.39, no.5, 2006³â, pp.383-394
Á¦¹æºØ±«Á¶°Ç¿¡ µû¸¥ µµ½ÃÇÏõÀÇ È«¼ö¹ü¶÷ Ư¼º ¹× È«¼öÁöµµ ÀÛ¼º - Áß¶ûõ ½ÃÇèÀ¯¿ªÀ» Áß½ÉÀ¸·Î -
( Characteristics of the Inundation and Process of Making a Flood Map According to the Levee Break Conditions in Urban Stream - Jungrang Experimental Basin - )
ÀÌÁ¾ÅÂ;Ç㼺ö;±èÁ¤È¸;ÇѰǿ¬; °æ±â´ëÇб³ Åä¸ñȯ°æ°øÇкÎ;°æ±â´ëÇб³ Åä¸ñȯ°æ°øÇкÎ;(ÁÖ)À¯½ÅÄÚÆÛ·¹ÀÌ¼Ç ¼öÀÚ¿øºÎ;°æºÏ´ëÇб³ Åä¸ñ°øÇаú;
 
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µµ½ÃÇÏõÀ¯¿ª¿¡¼­ ÁýÁßÈ£¿ì¿¡ µû¸¥ Á¦¹æ ¹ü¶÷°ú ÀÌ¿¡ µû¸¥ ħ¼ö ÇÇÇØ±Ô¸ð¸¦ ÇØ¼®Çϱâ À§ÇÏ¿© ¿ì¸®³ª¶óÀÇ ´ëÇ¥Àû µµ½ÃÇÏõÀÎ Áß¶ûõÀÇ È«¼ö ¹× Á¦¹æºØ±« Ư¼ºÀ» ½Ã °ø°£ÀûÀ¸·Î ´Ù¾çÇÑ Á¶°Ç¿¡¼­ ¿¬±¸ÇÏ¿´À¸¸ç ½Ç¿ëÀûÀÎ GIS ±â¹ýÀÇ Àû¿ë¹æ¹ý¿¡ ´ëÇÏ¿© ºñ±³ ºÐ¼®ÇÏ¿´´Ù. À̸¦ À§ÇÏ¿© '98³â ½ÇÁ¦ È«¼ö»óȲ¿¡ ´ëÇÏ¿© Àû¿ëºÐ¼®ÇÏ¿´À¸¸ç, 100³â, 200³â, PMPÀÇ ºóµµº° °­¿ì Á¶°Ç¿¡¼­ È«¼ö·®À» °¢°¢ »êÁ¤ÇÏ¿´´Ù. ¶ÇÇÑ, Á¦¹æºØ±« Á¶°Çº° ÇÏõÀÇ ºÎÁ¤·ù ÇØ¼® ¹× Á¦³»ÁöÀÇ È«¼ö¹ü¶÷ÇØ¼®À» ½Ç½ÃÇÏ¿´´Ù. Á¦¹æºØ±«ÀÇ Á¶°ÇÀ¸·Î¼­ ºØ±«½Ã°£(10, 30, 60ºÐ), ºØ±«Æø(10, 20, 30m) ¹× Á¦¹æºØ±«À§Ä¡(Áß»ó·ùºÎ, Áß·ùºÎ, ÁßÇÏ·ùºÎ) µî¿¡ µû¸¥ È«¼öÀ§, ¿ù·ù·® ¹× Á¦³»Áö ħ¼ö ¼öÀ§ º¯È­ µîÀ» °ËÅäÇÑ °á°ú, Á¦¹æºØ±«ÀÇ À§Ä¡ ¹× ºØ±«ÆøÀÌ È«¼ö¹ü¶÷±Ô¸ð¿Í ħ¼öÇÇÇØ¿¡ Å« ¿µÇâÀ» ÁÖ´Â °ÍÀ¸·Î ºÐ¼®µÇ¾ú´Ù. ¶ÇÇÑ FLDWAV¿¡ ÀÇÇÑ »êÁ¤°á°ú¸¦ ÀÌ¿ëÇÑ È«¼ö¹ü¶÷Áöµµ ÀÛ¼º°úÁ¤¿¡¼­ WS¿Í ArcView ¸ðÇüÀÇ µÎ ¸ðÇüÀ» Àû¿ëÇÏ´Â °úÁ¤À» ºñ±³ÇÏ¿´´Ù WMS ¸ðÇüÀº ºñ±³Àû °£·«ÇÑ ÀýÂ÷¸¦ ÅëÇÏ¿© ÀÛ¼ºÇÒ ¼ö ÀÖ¾úÀ¸³ª ÁöÇüÀÚ·áÀÇ ºÎÁ¤È®¼ºÀ¸·Î ¸»¹Ì¾Ï¾Æ ħ¼ö¸éÀû¿¡ »ó´çÇÑ Â÷À̸¦ ³ªÅ¸³»¾ú´Ù. ArcView¸ðÇüÀº º¸´Ù Á¤¹ÐÇÑ ¹ü¶÷µµ¸¦ Çü¼ºÇÏ¿© µµ½ÃÀ¯¿ª µîÀÇ Àû¿ë¿¡ À¯¿ëÇÒ °ÍÀ¸·Î ÆÇ´ÜµÇ³ª WMS ¸ðÇüÀ» ÅëÇÑ Àüó¸® °úÁ¤ÀÌ ÇÊ¿äÇÏ¿© 󸮽ð£ÀÌ º¸´Ù ±ä ´ÜÁ¡ÀÌ ÀÖ´Ù. º» ¿¬±¸¿¡¼­ Á¦½ÃÇÑ ºÐ¼®ÀýÂ÷´Â µµ½ÃÇÏõÀ¯¿ªÀÇ EAP(Emergency Action Plan, ºñ»ó´ëó°èȹ)¼ö¸³À» À§ÇÑ ½Ç¿ëÀû ¼ö¹® ¼ö¸® ¹× GIS ºÐ¼®¿¡ ±â¿©ÇÒ ¼ö ÀÖÀ» °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù.
This study is for the inundation damage analysis caused by levee break, and for the applicability of GIS tool to make inundation map in the Jungrang stream basin which is one of the representative urbanized area in Korea. The FLDWAV was applied to the actual flood in 1998 to calibrate the parameters, and was used under the flood conditions of 100, 200 years and PMF for the analysis of inundation caused by the levee breach. As the conditions of the levee break, the duration of break(10, 30, 60 min), the width of break(10, 20, 30m) and the location of the break are considered. We found out that the range and the volume of the inundation are strongly influenced by the location of the levee break, the break width in order. And, we compared the two processes of making the inundation map using WMS and ArcView model. The Process 1 which use only WMS has the benefit by its simplicity but there could be considerable errors in making the inundation map, while Process 2 where the ArcView model is introduced to WMS has the capability of making detailed topography map but needs more process time. This study could contribute to levee breach flood analysis and making flood map to establish the EAP(Emergency Action Plan) in the urban basin.
 
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Á¦¹æºØ±«;È«¼ö¹ü¶÷;Á¦³»Áö ħ¼ö;Áß¶ûõ;È«¼ö¹ü¶÷Áöµµ;levee break;FLDWAV;WMS;ArcView;inundation;Jungrang stream;flood inundation map;EAP;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.39, no.5, 2006³â, pp.383-394
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200626813042097)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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