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Çѱ¹¼öÀÚ¿øÇÐȸ / v.45, no.1, 2012³â, pp.53-64
´ëµµ½Ã º¹ÇÕÀ¯¿ªÀÇ ÁöÇ¥ ¹× ÁöÇ¥ÇÏ À¯ÃâÇØ¼®±â¹ý °³¹ß (II) - ºÐ¼® ¹× Àû¿ë -
( A Development of Method for Surface and Subsurface Runoff Analysis in Urban Composite Watershed (II) - Analysis and Application - )
°ûâÀç;ÀÌÀçÁØ; ±Ý¿À°ø°ú´ëÇб³ ´ëÇпø Åä¸ñ°øÇаú;±Ý¿À°ø°ú´ëÇб³ Åä¸ñȯ°æ°øÇкÎ;
 
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º» ¿¬±¸ (II)¿¡¼­´Â ¾Õ¼± ¿¬±¸ (I)¿¡¼­ °³¹ßµÈ ÁöÇ¥ ¹× ÁöÇ¥ÇÏ À¯ÃâÇØ¼® ¸ðµâÀÇ Àû¿ë¼º°ú ¼öÄ¡ÇØ¼®ÀûÀÎ ¾ÈÁ¤¼º¿¡ ´ëÇÑ ºÐ¼®ÇÏ¿´´Ù. °³¹ß ¸ðµâÀÇ À¯ÃâÇØ¼®¿¡¼­ ±âÁ¸ °­¿ì-À¯ÃâÇØ¼® ¸ðÇü¿¡ ºñÇØ Ư¡ÀûÀΠħÅõÇØ¼®¿¡ °üÇÑ ¸ðÀǸ¦ À§ÇØ Ä§ÅõÇØ¼® ¹æ½ÄÀÌ ¼­·Î ´Ù¸¥ FFC2Q ¸ðÇü°ú $Vflo^{TM}$À» ºñ±³´ë»óÀ¸·Î ¼±Á¤ÇÏ¿© µ¿ÀÏÇÑ Åõ¼öÃþ À¯¿ª¿¡ Àû¿ëÇÏ¿© ¸ðÀÇ °á°ú¸¦ ºñ±³ºÐ¼®ÇØ º¸¾ÒÀ¸¸ç, °­¿ìÀÇ Å©±â¿Í Åä¾çÀÇ À¯È¿Åä½É ¹× °­¿ì¹ß»ý½ÃÁ¡ºÎÅÍ °­¿ìÁ¾·á ÈÄ °æ°ú½Ã°£¿¡ ´ëÇÑ ¸ðÀÇÁ¶°ÇÀ» ¼³Á¤ÇÏ¿© °³¹ß¸ðµâÀÇ Àû¿ë¼º°ú ÇØ¼®°á°úÀÇ ¾ÈÁ¤¼ºÀ» °ËÅäÇØ º¸¾Ò´Ù. ÀÌ»óÀÇ Å×½ºÆ®¿¡¼­ º» ¿¬±¸ÀÇ °³¹ß ¸ðµâÀº ħÅõ°úÁ¤À» ¹°¸®ÀûÀ¸·Î ³ªÅ¸³»´Â ÀüÇüÀûÀÎ ÇüŸ¦ Àß ³ªÅ¸³»¾úÀ¸¸ç, Åä¾çÁ¶°Ç º° Æ÷È­½ÃÁ¡µµ »óÀÌÇÏ¿´°í, ¼öµÎ°¡ Áõ°¡µÇ´Â ±â¿ï±âµµ ´Ù¸£°Ô ±¸ÇöÇÔÀ¸·Î½á Åä¾çº° Ư¼ºÄ¡¸¦ ºñ±³Àû Àß º¸¿©ÁÖ¾ú´Ù. ¶ÇÇÑ, °­¿ì°­µµ°¡ À¯Ãâ¿¡ ¹ÌÄ¡´Â ¿µÇâ°ú ½Ã°£ºÐÆ÷¿¡ ´ëÇÑ ¸ðÀǰá°úµµ Àß ¹Ý¿µÇÏ¿´À¸¸ç, ¸¶Áö¸·À¸·Î Ÿ ¸ðÇü°úÀÇ ºñ±³°á°ú¿¡¼­µµ °­¿ì-À¯ÃâÇØ¼®¿¡ ´ëÇÑ Á¤È®µµ°¡ ³ô°Ô Æò°¡µÉ ¸¸ÇÑ °á°ú¸¦ µµÃâÇÏ¿´´Ù.
In this study (II), the module developed in the previous study (I) has been tested on application and numerical stability. The runoff module was compared the result of analysis with two different models (FFC2Q and $Vflo^{TM}$) considering characteristic of infiltration. To examine the application and stability of developed module, runoff aspect was simulated under the variety case of rainfall intensity, effective soil depth, elapsed time. The development module was presented typical type of infiltration process looking physically, the different of saturation point on soil type, and characteristic of soil type. Also, the module was reflected in the runoff feature about rainfall intensity and time distribution. Finally, this paper drew a conclusion that result of rainfall-runoff analysis as compared with difference models (FFC2Q and $Vflo^{TM}$) has a high accuracy.
 
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ÁöÇ¥ À¯Ãâ;ÁöÇ¥ÇÏ À¯Ãâ;Åä¾çÃþ;Àû¿ë¼º;¾ÈÁ¤¼º;surface runoff;subsurface runoff;soil layer;application;stability;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.45, no.1, 2012³â, pp.53-64
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201208040010025)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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