¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹¼öÀÚ¿øÇÐȸ / v.23, no.2, 1990³â, pp.239-250
ÁöÇϰü¸®¿¡ ÀÇÇÑ ÁöÇϼöÇÔ¾ç ¿¬±¸
( Artificial Groundwater Recharge by Underground Piping Method )
¾È»óÁø;ÀÌÁ¾Çü; ÃæºÏ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;ÃæºÏ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
ÁöÇϼö¸¦ ÀΰøÀûÀ¸·Î ÇÔ¾çÇÏ´Â ¹æ¹ýÀº Å©°Ô Á¤È£¹ý°ú È®¼ö¹ýÀ¸·Î ³ª´­¼ö ÀÖ´Ù. ÁöÇϸŰü¹ýÀº È®¼ö¹ýÀÇ Çѹæ¹ýÀ̸ç ÁöÇÏ¿¡ ¸Å¼³ÇÑ °ü¿¡ ±Þ¼öÇÏ¿© ħÅõ½ÃŰ´Â ¹æ¹ýÀÌ´Ù. º» ¿¬±¸´Â ÁöÇϰü¸®¿¡¼­ÀÇ Ä§Åõ¾ç»ó°ú ÁöÇϼöÇÔ¾çÀ» ±Ô¸íÇÏ´Â °ÍÀÌ ¸ñÀûÀ̸ç, À̹æ¹ýÀ» ½Ç³»½ÇÇè°ú ¼öÄ¡ÇØ¼®À» ÇàÇÏ¿© Á¤¸³ÇÏ¿´´Ù. ÇÑÆí ÇÔ¾ç°í´Â ¼öÀ§Â÷¿Í ¸Å¼³°£°Ý¿¡ ¿µÇâµÇ´Â°ÍÀ» ¾Ë¼ö ÀÖ¾ú´Ù.
The method for artificial grondwater recharge can be categorized into two groups, one is well method and the other one is scattering method. Underground piping method belongs to the latter group and it is to infiltrate water from porous pipes buried underground. This paper shows the result of indoor experiment and numerical analysis concerning this method. The purpose of the study is to maky the infiltration aspects and groundwater recharge in underground piping method. We have found that the recharge height is effect by the difference of water level and a distance of pipe laying.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.23, no.2, 1990³â, pp.239-250
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199011920093189)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿