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Çѱ¹Áö¹Ý°øÇÐȸ / v.15, no.5, 1999³â, pp.229-240
Àý¸®¾Ï¹Ý³» ÁöÇϼö ¹× ÁÖÀÔÀçÀÇ À¯µ¿Æ¯¼º¿¡ °üÇÑ ¿¬±¸
( A Study on the Flow Characteristics of Groundwater and Grout in Jointed Rock )
¹®Çö±¸;¼Û¸í±Ô; ÇѾç´ëÇб³ °ø°ú´ëÇÐ ½Ã½ºÅÛÀÀ¿ë°øÇкÎ;(ÁÖ) ¿¡½ºÄÚ ÄÁ¼³ÅÏÆ®;
 
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º» ³í¹®¿¡¼­´Â À¯ÇÑÂ÷ºÐ¹ý, ä³Î¸Á ÇØ¼®¹ý ¹× Àý¸®¸Á ÇØ¼®¹ý µî ´Ù¾çÇÑ ÇØ¼®±â¹ýÀ» ÀÌ¿ëÇÏ¿© °³º° ¾Ï¼®Àý¸® ¹× Àý¸®¾Ï¹Ý¿¡¼­ÀÇ ÁöÇϼö À¯µ¿°ú ÁÖÀÔÀçÀÇ À¯µ¿°Åµ¿À» ¿¬±¸ÇÏ¿´´Ù. À¯µ¿°Åµ¿Àº µÎ°³ÀÇ »óÀÌÇÑ °üÂû±Ô¸ð, Áï º¯È­ÇÏ´Â °£±ØºÐÆ÷¸¦ °¡Áø ½ÇÇè½Ç ±Ô¸ðÀÇ °ÅÄ£ Àý¸®¸é°ú 3°³ÀÇ Àý¸®±º¿¡ ¼ÓÇÑ ´ÜÀýµÈ Àý¸®µéÀ» Æ÷ÇÔÇϰí ÀÖ´Â ÇöÀå ±Ô¸ðÀÇ Àý¸®¾Ï¹Ý¿¡ ´ëÇØ ¼öÇàµÇ¾ú´Ù. ´ÜÀÏÀý¸®¿¡¼­ÀÇ À¯µ¿Çؼ®°á°ú ¹°°ú ÁÖÀÔÀç ¸ðµÎ °£±ØºÐÆ÷¿¡ ÀÇÁ¸Çϴ ä³ÎÈ帧ÀÇ Æ¯¼ºÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú´Ù. À¯ÇÑÂ÷ºÐ¹ý°ú ±âÁ¸ÀÇ ÀÌ·ÐÇØ¿¡ ÀÇÇÑ À¯·® °è»ê°á°ú¸¦ ºñ±³ ºÐ¼®ÇÏ¿´´Ù. Àý¸®¾Ï¹ÝÀÇ °æ¿ì Àý¸®ÀÇ ¼ö¿Í ±¼ÂøµÈ ¿øÇü°øµ¿ÀÇ Á÷°æÀ» Áõ°¡½ÃŰ¸é¼­ °øµ¿³»ºÎ·ÎÀÇ ÁöÇϼö À¯ÀÔ·®À» ºÐ¼®ÇÏ¿´´Ù. ÀÌ ºÐ¼®¿¡´Â Àý¸®¸Á ÇØ¼®¹ý°ú GoodmanÀÇ ÀÌ·ÐÇØ¸¦ »ç¿ëÇÏ¿© °á°ú¸¦ ºñ±³ÇÏ¿´´Ù. ¶ÇÇÑ Àý¸®¸Á ÇØ¼®¹ýÀÇ °æ°èÈ¿°ú, Àý¸®¸ÁÀÇ ºñ±ÕÁú¼ºÀÌ ÁöÇϼö À¯µ¿¿¡ ¹ÌÄ¡´Â ¿µÇâ µîÀ» ³íÀÇÇÏ¿´´Ù.
The groundwater flow and grout flow in individual rock joint and jointed rock mass are studied using various methods of analysis such as (i) the finite difference method, (ii) channel network analysis and (iii) joint network analysis. The flow behaviour is investigated in two distinguishable scales of observation: one for a rough joint of a laboratory scale having variable aperture, and the other for field- scale rock masses having three sets of intermittent joints. In the former case, the aperture-dependent channel flow is identified for both water and grout flows. The comparison of the flow rate in a rough joint is made between the finite difference analysis and existing analytical solution. In the latter case, the effects of increasing number of joints on the groundwater inflow into a circular opening of various diameters are analyzed using both the joint network method and Goodman's analytic solution. Comparisons are made between the two methods. The boundary effects in the joint network method are discussed. The inhomogeneity of joint network and its impacts on the groundwater inflow are also discussed.
 
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Groundwater flow;Grout flow;Jointed rock mass;Joint aperture;Channel flow;Channel network analysis;Joint network analysis.;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.15, no.5, 1999³â, pp.229-240
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199911921749656)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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