|
|
|
Çѱ¹¼öÀÚ¿øÇÐȸ / v.23, no.2, 1990³â, pp.227-237
|
¿±Ø¾Ï¹Ý¿¡¼ÀÇ ÁöÇϼö À¯µ¿ Ư¼º ºÐ¼®
( Evaluation of the Groundwater Flow in Fractured Rock Masses ) |
| ±è°è³²;±èÀçÇÑ;¾ÈÁ¾¼º; Çѱ¹¿øÀڷ¿¬±¸¼Ò ¼ö¹®±â¼ú½Ç;Ãæ³²´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú, Çѱ¹¿øÀڷ¿¬±¸¼Ò ¼ö¹®±â¼ú½Ç;;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| º» ¿¬±¸¿¡¼´Â ¾Ï¹Ý¿¡ ºÐÆ÷µÈ ¿±ØÀÌ ¹ÌÄ¡´Â ¿µÇâÀ» °í·ÁÇÏ¿© ÁÜÀ¸·Î½á ¾Ï¹Ý¿¡¼ÀÇ ÁöÇϼö À¯µ¿Æ¯¼ºÀ» º¸´Ù ´õ Á¤È®ÇÏ°Ô ºÐ¼®ÇÏ¿´´Ù. À̸¦ À§ÇÏ¿© GFFP-WT ¸ðÇüÀ» »ç¿ëÇÏ¿© ¾Ï¹Ý¿¡¼ÀÇ ÁöÇϼö À¯µ¿ Ư¼ºÀ» ºÐ¼®ÇØ º» °á°ú, ¾Ï¹ÝÀÇ Æ¯¼ö°è¼ö°¡ ÀÛÀº Ȱ¹Ý¾Ï ÁöÃþ¿¡¼´Â µî¼öµÎ¼±ÀÌ ¼ö·ÅÇϹǷΠÁöÇϼö À¯µ¿·ÎÀÇ ¹æÇâÀÌ º¯ÈµÇ¸ç, ¾Ï¹Ý³»¿¡ ºÐÆ÷ÇÑ ¿±ØÀº À¯µ¿Áö¿ªÀÇ ¼öµÎºÐÆ÷°ªÀ» º¯È½ÃŰ¹Ç·Î ÁöÇϼöÀÇ À¯µ¿½Ã°£¿¡ ¿µÇâÀ» ¹ÌÄ¡´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. |
|
| For a detailed understanding of groundwater flow in rock mass, the effect of major fractures, topography and coefficent of permeability has been evaluated. The numerical model of GFFP-WT was used for the purpose. The results indicate that in the granite porphyry layer with a small permeability, the direction of flow path changes due to convergence of equipotential lines, while the travel time changes due to the presence of fractured in rock masses. |
| |
| Ű¿öµå |
|
| |
|
|
 |
|
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.23, no.2, 1990³â, pp.227-237
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199011920093180)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|