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													| Çѱ¹¼öÀÚ¿øÇÐȸ / v.31, no.6, 1998³â, pp.709-725   |  
													| µµ½ÃÀ¯¿ª¿¡¼ÀÇ À¯Ãâ ¹× ¼öÁúÇØ¼® ¸ðÇü ( Urban Runoff and Water Quality Models )
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													| ÀÌÁ¾ÅÂ; °æ±â´ëÇб³ °Ç¼³°øÇкÎ; |  |  |  
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													| µµ½ÃÇÏõÀÇ À¯Ãâ ¹× ¼öÁúƯ¼ºÀ» È«Á¦Ãµ ½ÃÇèÀ¯¿ª¿¡¼ÀÇ °üÃøÀÚ·á¿¡ ÀÇÇÏ¿© ºÐ¼®ÇÏ¿´´Ù. ½ÃÇèÀ¯¿ªÀÇ ¼öÁúÀº °Ç±â½ÃÂ÷Áý °ü·Î¿¡ ÀÇÇÑ ÇϼöÀÇ Â÷´ÜÀ¸·Î ºñ±³Àû ¾çÈ£ÇÑ ¼öÁúÀ» º¸ÀÌ´Â ¹Ý¸é, ÀÌ·Î ÀÎÇÏ¿© µ¿±âÀÇ ¾à 3-4°³¿ùµ¿¾È¿¡´Â °ÇõÈÀÇ Çö»óÀ» º¸¿´´Ù. ÇÑÆí, ¿ì±â½Ã¿¡´Â ÇÕ·ù½Ä Çϼö°èÅëÀ¸·ÎºÎÅÍÀÇ ±Þ°ÝÇÑ ºñÁ¡¿ø ¿À¿°ºÎÇÏ·®ÀÇ Áõ´ë¸¦ º¸¿´´Ù. µµ½ÃÀ¯Ãâ ¹× ¼öÁúÀ» ÇØ¼®ÇÏ´Â ¸ðÇü, SWMM, ILLUDAS, STORM, HEC-1 µîÀ» Àû¿ëÇÏ°í ±× °á°ú¸¦ ºñ±³ºÐ¼®ÇÏ¿´´Ù. ¶ÇÇÑ, ½ÃÇèÀ¯¿ª¿¡ ´ëÇÑ À¯Ã⡤¼öÁú»ó°ü½ÄÀ» µµÃâÇÏ°í ±× Àû¿ë¼ºÀ» °ËÅäÇÏ¿´´Ù. °ËÅä ¸ðÇüµéÀº Àü¹ÝÀûÀ¸·Î ¾çÈ£ÇÑ Àû¿ë¼ºÀ» º¸¿´À¸¸ç, À¯Ãâ°ú ¼öÁúÇØ¼®ÀÇ ¾ç¸é¿¡¼ SWMMÀÌ °ËÅä¸ðÇüÁß¿¡¼ °¡Àå ¿ì¼öÇÑ °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù. ¶ÇÇÑ, ½ÇÃøÀÚ·á¿¡ ±Ù°ÅÇÑ À¯Ã⡤¼öÁú»ó°ü ¸ðÇüÀ» µµÃâÇÏ¿´À¸¸ç ¿ì±â½ÃÀÇ ¿ÀŹºÎÇÏ·®ÀÇ ±Ù»ç»êÁ¤¿¡ È¿°úÀûÀÎ °ÍÀ¸·Î ÆÇ´ÜµÇ¾úÀ¸³ª, À¯·®ÀÌ °üÃø ÀÚ·áÀÇ ¹üÀ§¸¦ ¹þ¾î³ª¸é ±× Á¤È®µµ°¡ Å©°Ô ¶³¾îÁ³´Ù. ÀÌ ¸ðÇüÀº ´ë»ó À¯¿ªÀÇ °üÃøÀÚ·á È®ÃæÀ¸·Î º¸¿ÏµÇ¾î ³ª°¡¾ß ÇÒ °ÍÀÌ´Ù. ÇÑÆí ÇöÀç ½Ç¹«¿¡¼ ³Î¸® »ç¿ëµÇ´Â HEC-1µµ µµ½ÃÀ¯¿ª¿¡¼ °æÁ¦ÀûÀ¸·Î Ȱ¿ëµÉ ¼ö ÀÖÀ» °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù. |  
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													| The characteristics of storm and water quality are investigated based on the measuring data of the test river, the Hongje. the water quality of the test river is generally good comparing to other urban rivers in Seoul, because of the interception of sewer flow. But this system makes the river dry up for 3-4 months in winter. On the other hand, in rainy period the storm from the combined sewer system causes rapid increasing pollutants loads. In order to simulate the urban storm and water quality of the trest basin, the models such as SWMM, ILLUDAS, STORM, HEC-1 were applied and the results are compared in its applicability and accuracy aspects. All models discussed here have shown good results and it seems that SUMM is the most effective model in simulating both quantity and quality. Also, regression relations between the water quantity and quality were derived and their applicabilities were discussed. This regression model is a simple effective tool for estimating the pollutant loads in the rainy period, but if the amount of discharge is bigger than measuring range of raw data, the accuracy becomes poor. This model could be supplemented by expanding the range of collecting data and introducing the river characteristics. The HEC-1 would be anther effective model to simulate storm runoff of a river basin including urban area. |  
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													| À¯Ãâ¸ðÇü;¼öÁú¸ðÇü;µµ½ÃÇÏõ;SWMM;STORM;HEC-1;ILLUDAS; |  
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													| Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.31, no.6, 1998³â, pp.709-725 Çѱ¹¼öÀÚ¿øÇÐȸ
 ISSN : 1226-6280
 UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199811920062806)
 ¾ð¾î : Çѱ¹¾î
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													| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |  
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