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Çѱ¹¼öÀÚ¿øÇÐȸ / v.39, no.2, 2006³â, pp.109-120
Åõ¼ö¼º Æ÷ÀåÀ» °í·ÁÇÑ SWMMÀÇ ¼öÁ¤ ¹× Çϼöó¸® ÀçÀÌ¿ë¼ö¿Í Åõ¼ö¼º Æ÷ÀåÀÇ È¿°úºÐ¼®
( A modification of SWMM to simulate permeable pavement, and the effect analysis on a release of treated wastewater and the permeable pavement )
ÀÌÁ¤¹Î;ÀÌ»óÈ£;À̱漺; ºÎ°æ´ëÇб³ Åä¸ñ°øÇаú;ºÎ°æ´ëÇб³ °Ç¼³°øÇкÎ;¼­¿ï´ëÇб³ Áö±¸È¯°æ½Ã½ºÅÛ°øÇкÎ;
 
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Åõ¼ö¼º Æ÷Àå°ú Çϼö 󸮼öÀÇ ÇÏõ ¹æ·ù´Â µµ½ÃÇÏõÀÇ ¼ö·®Áõ°¡ ¹æ¹ýÀÌ´Ù. Åõ¼ö¼º Æ÷ÀåÀ» ¸ðÀÇÇϵµ·Ï SWMM¸ðÇüÀ» ¼öÁ¤ÇÏ¿´À¸¸ç, ¼öÁ¤µÈ SWMMÀ¸·Î ÇÐÀÇõÀ» ´ë»óÀ¸·Î µµ½ÃÀ¯Ãâ ¿¬¼Ó ¸ðÀǸ¦ ¼öÇàÇÏ¿© Åõ¼ö¼º Æ÷Àå°ú Çϼöó¸® ÀçÀÌ¿ë¼öÀÇ È¿°ú¸¦ ºÐ¼®ÇÏ¿´´Ù. ±× °úÁ¤¿¡¼­ Áõ¹ß·® 󸮿¡ ´ëÇÑ ¿À·ùµµ ¼öÁ¤µÇ¾ú´Ù. Çϼöó¸® ÀçÀÌ¿ë¼öÀÇ °æ¿ì Àú¼ö·®($Q_{275}$)Àº 1.63¹è, °¥¼ö·®($Q_{355}$)Àº 3.57¹è Áõ°¡ÇÏ´Â °ÍÀ¸·Î ºÐ¼®µÇ¾ú´Ù. ¸¸ÀÏ ÇÐÀÇõ ºÒÅõ¼ö ¸éÀûÀÇ $10%$¸¦ Åõ¼ö¼º Æ÷ÀåÀ¸·Î ġȯÇÒ °æ¿ì ÇÏ·ù ºñ»ê±³ ÁöÁ¡ÀÇ Àú¼ö·®Àº $3%$, °¥¼ö·®Àº $17%$°¡ Áõ°¡ÇÏ´Â °ÍÀ¸·Î ºÐ¼®µÇ¾ú´Ù °á°ú·ÎºÎÅÍ, Çϼö󸮼öÀÇ ÇÏõ ¹æ·ù´Â µµ½ÃÇÏõÀÇ ¼ö·® Áõ°¡¿¡ ¸Å¿ì È¿°úÀûÀÎ ¼ö´ÜÀÓÀÌ È®ÀεǾú´Ù. Åõ¼ö¼º Æ÷ÀåÀº °¥¼ö·®À» Áõ°¡½ÃŰ´Â º¸Á¶ ¼ö´ÜÀÌ µÉ ¼ö ÀÖ´Ù.
Permeable pavement and release of treated wastewater into streams can increase streamflow of urban streams for a dry weather period. A SWMM code was modified to have a permeable pavement option. The modified SWMM was applied to continuous simulations of urban runoff from Hakuicheon watershed and it was used to analyse the effect of a permeable pavement installation and the reuse of treated wastewater. A critical error in the pan coefficient multiplication was also corrected in the modification. The analysis results of the reuse of treated wastewater is as follows: The low flow ($Q_{275}$) increases by 1.63 times as much as the current one and the drought flow ($Q_{355}$) increases by 3.57 times as much as the current one. If the impervious area in the Hakuicheon watershed is replaced with the permeable pavement area by 10 percent, the low flow and the drought flow increases by 3 percent and 17 percent, respectively. The results shows the effectiveness of the release of treated wastewater into stream to increase urban streamflow. The permeable pavement installation also play a minor role in the drought flow increase
 
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Çϼöó¸® ÀçÀÌ¿ë¼ö;Åõ¼ö¼º Æ÷Àå;SWMM;reuse of treated wastewater;permeable pavement;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.39, no.2, 2006³â, pp.109-120
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200614222989887)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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