|
|
|
Çѱ¹¼öÀÚ¿øÇÐȸ / v.14, no.4, 1981³â, pp.73-81
|
ÇѹݵµÀÇ ¾Ï¹Ý ÁöÇϼö¿¡ °üÇÑ ¿¬±¸
( Groundwater of bed rocks in South Korean Penninsula ) |
| ÇÑÁ¤»ó; º»ÇÐȸ Á¤È¸¿ø ÇѼ¿£Áö´Ï¾î¸µ(ÁÖ) »çÀå;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| ¾Ï¹Ý ÁöÇϼöÀÇ °³¹ßÀÌ ÇöÀç ±¹³»¿¡¼ Ȱ¹ßÈ÷ ÁøÇàµÇ°í ÀÖÀ¸³ª, ÀÌµé ½ÉºÎ ÁöÇϼö¸¦ ¹èÅÂÇϰí ÀÖ´Â °¢Á¾ ¾Ï·ù¿¡ ´ëÇÑ ±× ¼ö¸® ÁöÁúÇÐÀûÀÎ »êÃâ»óŸ¦ ±Ô¸íŰ À§ÇÑ ¿¬±¸°¡ Àü¹«ÇÑ »óÅ¿´´Ù. ´ëüÀûÀ¸·Î ½ÉºÎ ÁöÇϼö´Â ÁöÇÏ ½ÉºÎ¿¡¼ ¹ß¿ø Çü¼ºµÈ ÁöÁúÇÐÀûÀÎ ÀÏ ¹× ÀÌÂ÷ °ø±Ø³»¿¡ ÀúÀ¯µÈ °ÍÀ¸·Î ±× »êÃâ»óŰ¡ °¡Àå ¾çÈ£ÇÑ ¾Ï·ù´Â È»ê¾Ï·ù, ÅðÀû¾Ï·ù, º¯¼ºÅðÀû¾Ï ¹× Æí¾Ï, ¾È»ê¾Ï·ù, Æí¸¶¾Ï·ù ¹× Ȱ¾ÏÀÇ ¼øÀÌ´Ù. ƯÈ÷ ±Ô¸ð°¡ Å« ´ÜÃþ, ÆÄ¼â´ë¿Í °°Àº ÀÌÂ÷ °ø±ØÀÌ Àß ¹ß´ÞµÇ¾î ÀÖ´Â ÀúÁö´ë¿¡¼ÀÇ ¾Ï¹Ý, ÁöÇϼöÀÇ »êÃâ»óÅ´ ±Ô¸ð°¡ ÀûÀº Àý¸®, Ãþ¸®¿Í °°Àº ÀÏ ¹× ÀÌÂ÷ °ø±ØÀÌ ¹ß´ÞµÈ °íÁö´ëº¸´Ù ±× »êÃâ»óŰ¡ °¢ ¾Ï·ùº°·Î 310% ÀÌ»ó ³ô´Ù. ƯÈ÷ °áÁ¤Áú¾Ï¿¡ ´ëÇÑ ÀûÁ¤Á¤È£ ½Éµµ¸¦ ±¸ÇØ º» °á°ú ±× ½Éµµ´Â 80mÀÌ¿´´Ù. |
|
| More than 650 numbers of water well ranging in depth from 100M to 200M were installed in South Korean Penninsula during the last decade for the purpose of industrial use and municipal water supply. Those data were compiled and synthesized by writer to determine their hydrogeologic occurences in accordance with their geologic and areal characteristics. Rocks yielding the deep seated ground water beared in the geologic primary and secondary porosities are classified into 6 groups according to their geologic, hydrogeologic, and topographic characteristics, that are: volcanic, sedimentary, meta-sediment and/or schist, andesitic, gneissic, and granitic rocks. The order of ground water productivity of the groups is as written above. Even granitic rocks including porphyries, granite, and intermediate and basic plutonic rocks is considered to be the most poorest ground water yielding group among 6, it's average yield form a single well with average drilling depth of 116M is about 225 cubic meters per day if it's drilling site is properly located. Generally speaking, seizable geologic structures such as fractured, sheared, and faulted zone at the flat surface and valley center yield almost 310% more of deep seated bet rock ground water in comparision with minor structures of joints, bedding planes, and so on that are occured at high land. 50 numbers of water well drilled at crystalline rocks were specially checked and measured it's ground water yie 1ds at each drilled depth to determine each interval's productivity while hammer drilling was going on. The results indicate that the specific capacity and yield of each water well at a depth below 70M to 80M was almost neglegible. It means that optimum well depth of crystalline rocks, except the area having seizable geologic structures, shall be not deeper than 80M. |
| |
| Ű¿öµå |
|
| |
|
|
 |
|
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.14, no.4, 1981³â, pp.73-81
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198111920090287)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|