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Çѱ¹¼öÀÚ¿øÇÐȸ / v.31, no.2, 1998³â, pp.199-208
ºÐÆ÷Çü À¯Ãâ¸ðÇüÀ» ÀÌ¿ëÇÑ È«¼öÀ¯ÃâÇØ¼®
( Flood Runoff Analysis using a Distributed Rainfall Runoff Model )
Á¶È«Á¦;Á¶Àηü; ¿ï»ê´ëÇб³ Åä¸ñȯ°æ°øÇкÎ;¿ï»ê´ëÇб³ Åä¸ñȯ°æ°øÇкΠ´ëÇпø;
 
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À¯¿ªÀÇ ÁöÇüƯ¼º¿¡ ±Ù°Å¸¦ µÎ°í À¯Ãâ±â¿©¸éÀûÀÇ º¯È­¸¦ °í·ÁÇÑ ºÐÆ÷Çü ¸ðÇüÀÎ TOPMODELÀ» ÀÌ¿ëÇÏ¿© È«¼öÀ¯ÃâÇØ¼®¿¡ ´ëÇÑ Àû¿ë¼ºÀ» ¿¬±¸ÇÏ¿´´Ù. °Ç¼³±³ÅëºÎ¿¡¼­ ¼³Ä¡¿î¿µÁßÀÎ À§Ãµ´ëÇ¥½ÃÇèÀ¯¿ªÀÇ ¼ÒÀ¯¿ªÀÎ µ¿°î ¹× °í·ÎÁöÁ¡À» ºÐ¼®´ë»óÀ¯¿ªÀ¸·Î ¼±Á¤ÇÏ¿´À¸¸ç, 1/25,000 ÁöÇüµµ¸¦ ÀÌ¿ëÇÏ¿© ¼öÄ¡°íµµÁöµµ¸¦ ÀÛ¼ºÇÏ¿´°í ÁöÇüÀÎÀںм®Àº Áö¸®Á¤º¸ ½Ã½ºÅÛ µµ±¸ÀÎ Arc/Info¸¦ ÀÌ¿ëÇÏ¿´´Ù. µÎ ¼ÒÀ¯¿ªÀÇ ÁöÇü»ó¼ö°¡ ¼­·Î ºñ½ÁÇÏ¿´°í °¢ ¿¬µµº° µ¿ÀÏÈ£¿ì»ç»ó¿¡ ´ëÇÑ ¸ðÇü¸Å°³º¯¼öµµ ¼­·Î À¯»çÇÑ Æ¯¼ºÀ» ³ªÅ¸³»¾ú´Ù. TOPMODELÀ» ÀÌ¿ëÇÑ È«¼öÀ¯Ãâ¿¡ ´ëÇÑ Ã·µÎÀ¯·®ÀÇ ¸ðÀÇ °á°ú´Â °üÃøÄ¡¿Í ºñ±³ÇÒ ¶§ ±× ÀçÇö¼ºÀÌ ¸Å¿ì ¿ì¼öÇÏ¿´´Ù. °ÝÀÚÀÇ Å©±âº°·Î À¯¿ªÀ» ºÐÇÒÇÏ°í ±×¿¡ µû¸¥ ÷µÎÀ¯·®°ú ¹ß»ý½Ã°¢ÀÇ º¯È­¸¦ µ¿°î¼ÒÀ¯¿ªÀº 100,120,240m, °í·ÎÀ¯¿ªÀº 120,200,360m °ÝÀڷμ­ ºÐ¼®ÇÑ °á°ú µÎ À¯¿ª ¸ðµÎ °ÝÀÚ Å©±âÀÇ Áõ°¡¿¡ µû¶ó ÷µÎÀ¯·®Àº Áõ°¡ÇÏ°í ¹ß»ý½Ã°¢Àº °ÝÀÚÀÇ Å©±â¿Í °ü°è¾øÀÌ ÀÏÁ¤ÇÑ °ÍÀ¸·Î ³ªÅ¸³µ´Ù. Çٽɿë¾î : TOPMODEL, Acr/Info, DEM, °ÝÀÚÅ©±â, È«¼öÀ¯Ãâ
This study is on the application of TOPMDEL(Topographic based hydrologic model) Which is a distributed rainfall-runoff model to the flood runoff analysis. The test area was Wichun experimental catchment site which is mountainous mid-area (Dongok, 33.63$ extrm{km}^2$ and Goro, 109,725 $ extrm{km}^2$) and being operated by the Ministry of Construction and ransporation. A three-dimensional digital elevation model(DEM) map was constructed using a physiographic map(1/25,000) and GIS software, Arc/Info, was used to the analysis of geofraphic factors. The topographic index of Dongok and Goro subcatchment was similar. As a results of the analysis, the model was validated that the simulated peak flow of a flood runoff was fit to the observed data. For the analysis of the effects of grid size, Dongok subcatchment was divided into 100,120-,240 m grid and Goro subcatchment was divided into grid and 120,200,350 m grid. It was shown that the peak flow increased in proportion to the increases of the grid size, but peak times were constant regardless of the grid size in both of the watershed.
 
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°ÝÀÚÅ©±â;È«¼öÀ¯Ãâ;TOPMODEL;Acr/Info;DEM;grid size;flood runoff;TOPMODEL;Arc/Info;DEM;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.31, no.2, 1998³â, pp.199-208
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199811920100910)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

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