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Çѱ¹¼öÀÚ¿øÇÐȸ / v.45, no.2, 2012³â, pp.179-189
Åä¾ç ¿À¿°¿øÀÇ À̵¿¿¡ °üÇÑ ¿¬±¸ (°¨¼èÇ×ÀÌ ÀÖ´Â 3Â÷¿ø À̼Û-È®»ê ¹æÁ¤½ÄÀÇ ¼öÄ¡¸ðÇü °³¹ß)
( A Study on the Transport of Soil Contaminant (A Development of FDM Model for 3-D Advection-Diffusion Equation with Decay Term) )
±è»óÁØ; °¡Ãµ´ëÇб³ Åä¸ñȯ°æ°øÇаú;
 
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¿À¿°¹°ÁúÀÇ À̵¿ Çö»óÀ» ¸ðÀÇÇϱâ À§ÇÏ¿©, °¨¼èÇ×ÀÌ ÀÖ´Â 3Â÷¿ø À̼Û-È®»ê ¹æÁ¤½ÄÀÇ ¼öÄ¡¸ðÇüÀÌ °³¹ßµÇ¾ú´Ù. °³¹ßµÈ ¸ðÇüÀº À¯ÇÑÂ÷ºÐ ¸ðÇüÀ¸·Î¼­ ½Ã°£´Ü°èÀÇ °¡ÁßÄ¡ ${alpha}$¸¦ Æ÷ÇÔÇÏ´Â À½Çعý(implicit finite difference method)°ú, ¹Ýº¹¹ýÀÎ Gauss-Seidel SOR(successive over relaxation)ÀÌ »ç¿ëµÇ¾ú´Ù. ¸ðÇüÀº º¸´Ù ´Ü¼øÈ­µÈ °¡Á¤ ÇÏ¿¡¼­ Á¸ÀçÇÏ´Â µÎ °¡ÁöÀÇ ÇØ¼®ÀûÀÎ ÇØ¿Í ºñ±³µÇ¾ú´Ù. ±× °á°ú Peclet number°¡ 5~20 ÀÌÇÏ¿¡¼­´Â ¼öÄ¡ ºÐ»êÀÇ ¿µÇâÀÌ Å©Áö ¾Ê¾Ò°í ÀÛÀº ¿ÀÂ÷¹üÀ§ ³»¿¡¼­ ÇØ¼®ÀûÀÎ ÇØ¿Í µ¿ÀÏÇÏ¿´´Ù. ¶ÇÇÑ °¡ÁßÄ¡ ${alpha}$ÀÇ º¯È­¿¡ ´ëÇÑ ¸ðÇüÀÇ °Åµ¿Àº Crank-Nicolson ¸ðÇü(${alpha}$=0.5)ÀÌ fully-implicit ¸ðÇü(${alpha}$=1)º¸´Ù ÇØ¼®ÀûÀÎ ÇØ¿¡ Á¢±ÙÇÔÀ» º¸¿©ÁÖ¾ú´Ù. ¸ðÇüÀÇ °ËÁõ°ú ½ÇÈ¿¼º Á¦°í¸¦ À§ÇÏ¿©, mass balance¸¦ °ËÅäÇÏ¿´´Ù. Áï, À̼Û, È®»ê ¹× °¨¼èÇ× °¢°¢¿¡ ´ëÇÑ Áú·® À̵¿À» »êÃâÇÏ¿´À¸¸ç, ±× °á°ú Áú·® À̵¿ÀÇ °è»ê ¿ÀÂ÷´Â ¾à 3% À̳»¿´´Ù. º» ¸ðÇüÀº °¨¼è °úÁ¤ÀÌ ¼ö¹ÝµÇ´Â 3Â÷¿ø À̼Û-È®»êÀÇ ³óµµºÐÆ÷¿Í Áú·®À̵¿À» »êÃâÇÒ ¼ö ÀÖÀ¸¸ç ´Ù¾çÇÑ °æ°èÁ¶°ÇÀ» ¼³Á¤ÇÔÀ¸·Î¼­ ÇöÀåÁ¶°ÇÀ» ¹Ý¿µÇÒ ¼ö ÀÖ´Ù. ±×·¯³ªº» ¸ðÇüÀº °íÁ¤°ÝÀÚ¸¦ ±â¹ÝÀ¸·ÎÇÏ´Â À¯ÇÑÂ÷ºÐ ¸ðÇüÀ̹ǷΠPeclet number°¡ ºñ±³Àû ÀÛ°Ô ³ªÅ¸³¯ ¼ö ÀÖ´Â Åä¾ç ¹× ÁöÇϼö°èÀÇ ¿À¿°¹°Áú À̵¿ µîÀÇ ¹®Á¦¿¡¼­ À¯¿ëÇÏ°Ô Àû¿ëµÉ ¼ö ÀÖÀ» °ÍÀ¸·Î »ç·áµÈ´Ù.
To simulate the transport of pollutant, a numeric model for the advection-diffusion equation with the decay term is developed. This is finite-difference model using the implicit method (with the weight factor ${alpha}$) and Gauss-Seidel SOR(successive over-relaxation). This model is compared to the analytical solutions (of simpler dimensional or boundary conditions), and in the condition of Peclet number < 5~20, the result shows stable condition, and Crank-Nicolson method (${alpha}$=0.5) shows the more accurate results than fully-implicit method (${alpha}$=1). The mass of advection, diffusion and decay is calculated and the error of mass balance is less than 3%. This model can evaluate the 3-D concentrations of the advection-diffusion and decay problems, but this model uses only the finite-difference method with the fixd grid system, so it can be effectively used in the problems with small Peclet numbers like the pollutant transport in groundwater.
 
Ű¿öµå
Åä¾ç¿À¿°;À̼Û-È®»ê;°¨¼èÀ²;Peclet ¼ö;Áú·®º¸Á¸;soil contaminant;advection-diffusion;decay;Peclet number;mass balance;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.45, no.2, 2012³â, pp.179-189
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201208636392916)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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