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Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.6, 1999³â, pp.99-109
Æó±â¹° ¸Å¸³Áö ³»¿¡¼­ÀÇ Ä§Ãâ¼ö °Åµ¿(I)- ÇöÀåÁ¶»ç¸¦ ÅëÇÑ ¼ö¸®Áö¹Ý Ư¼º -
( Leachate Behavior within the Domestic Seashore Landfill(I)- Hydrogeologic Property Identification through In-situ Tests - )
À忬¼ö;Á¶¿ëÁÖ; µ¿±¹´ëÇб³ °ø°ú´ëÇÐ Åä¸ñȯ°æ°øÇаú;(ÁÖ)Çѱ¹Çؿܱâ¼ú°ø»ç;
 
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±¹³» ÀÏ¹ÝÆó±â¹° ¸Å¸³ÁöÀÇ °æ¿ì ÇÔ¼öºñ°¡ ³ôÀº ¾²·¹±âÀÇ Æ¯¼ºÀ¸·Î ÀÎÇÏ¿© ¸Å¸³Áö ³»ºÎ¿¡ ´©Àû¼öÀ§°¡ ¹ß»ýÇÏ´Â °æ¿ì°¡ ¸¹°í µû¶ó¼­ ¸Å¸³µÈ º¹ÅäÀç¿Í ¾²·¹±âÀÇ ¼ö¸®Æ¯¼ºÀÇ ÆÄ¾ÇÀº ¸Å¿ì Áß¿äÇÏ´Ù. Æó±â¹° ¸Å¸³ÁöÀÇ ¼³°è½Ã°ø °úÁ¤¿¡¼­ ¸Å¸³Áö ÇϺÎÂ÷¼öÀç¿Í ÁÖº¯Áö¹ÝÀÇ ¼ö¸®Æ¯¼º¿¡ ´ëÇØ¼­´Â ¸¹Àº Áö¹ÝÁ¶»ç¿Í ¿¬±¸°¡ µÇ¾îÀÖÀ¸³ª ¸Å¸³Áö³»ºÎ ¾²·¹±â¿Í º¹ÅäÀçÀÇ ¼ö¸®ÀûƯ¼º ¹× È帧°Åµ¿¿¡ ´ëÇÑ Á¶»ç ¹× ÇØ¼®Àº ±¹³»¿ÜÀûÀ¸·Î µÇ¾îÀÖÁö ¾Ê´Ù. º» ³í¹®¿¡¼­´Â ±¹³» ´ëÇ¥Àû Æó±â¹° ¸Å¸³Áö¿¡ ´ëÇÑ ÇöÀå Áö¹ÝÁ¶»ç·ÎºÎÅÍ ¾²·¹±â¿Í º¹ÅäÀçÀÇ Áö¹Ý°øÇÐÀû Ư¼ºÀ» ÆÄ¾ÇÇÏ°í ¾ç¼ö½ÃÇè(pumping test)°ú ¼ø°£Ãæ°Ý½ÃÇè(slug test)À» ÀÌ¿ëÇÏ¿© ¸Å¸³µÈ ¾²·¹±â¿Í º¹ÅäÀçÀÇ ¼ö¸®Æ¯¼ºÀ» ÆÄ¾ÇÇÏ¿´´Ù. ÇöÀåÁö¹ÝÁ¶»ç °á°ú ¸Å¸³µÈ ¾²·¹±âÀÇ ´ÙÁüÁ¤µµ´Â ½Ç³»½ÃÇèÀÇ ÃÖ´ë ´ÜÀ§Áß·® °ªÀ» »óȸÇÏ´Â °ÍÀ¸·Î ³ªÅ¸³µÀ¸¸ç ¾²·¹±â¿¡ ÀÇÇÏ¿© µ¤¿©Áø Áß°£ ÀúÅõ¼ö¼º º¹ÅäÀç´Â ħÃâ¼ö¿Í °¡½ºÀÇ ¼öÁ÷ È帧À» ¹æÇØÇϰí ÀÖ´Â °ÍÀ¸·Î º¸¿©Áø´Ù. ÇöÀå ¾ç¼ö½ÃÇè°ú ¼ø°£Ãæ°Ý½ÃÇèÀÇ Åõ¼ö°è¼ö´Â »óÈ£°£¿¡ Àß ÀÏÄ¡ÇÏ°í ¹®Çå¿¡¼­ ³ªÅ¸³­ Àß ´ÙÁ®Áø ¾²·¹±âÀÇ Åõ¼ö°è¼ö ¹üÀ§¿¡ ÀÖ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù.
In the case of domestic general waste landfills, cumulated leachate level is often formed in the landfill due to the waste of high moisture content and it becomes important to characterize the hydraulic properties of the disposed waste. Although many hydrologic studies have been peformed for leachate barriers and pheriperal subsurface environments, few studies have been done to investigate the hydraulic property of the disposed waste and cover soils and to analyse the leachate flow behavior within landfills. In this paper, the geotechnical properties of the waste and buried cover soils are identified through the field experiment including pumping and slug tests. The results of various tests show that the field density of the cover soils is somewhat higher than the maximum laboratory density of cover soils and the vertical flow of leachate and gas in the landfill is prevented by the buried cover soils. The hydraulic conductivities of field pumping test and slug tests are well matched and stayed in the range of hydraulic conductivities of well compacted wastes in the literature.
 
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Intermediate cover soil;Leachate;Hydraulic conductivity;Pumping test;Slug test;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.15, no.6, 1999³â, pp.99-109
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199911921749784)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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