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Çѱ¹¼öÀÚ¿øÇÐȸ / v.32, no.3, 1999³â, pp.301-310
À¯µµÄ§Åõ·®ÀÇ Á¤·®È­¸¦ À§ÇÑ ÇØ¼®¸ðÇü°ú ¼öÄ¡¸ðÇüÀÇ ºÐ¼®
( Analysis of Analytical Models and Numerical Model for Evaluating Induced Infiltration Rate )
À̵µÈÆ;ÀÌÀºÅÂ; °æÈñ´ëÇб³ Åä¸ñ¡¤°ÇÃà°øÇкÎ;°æÈñ´ëÇб³ Åä¸ñ¡¤°ÇÃà°øÇкÎ;
 
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º» ¿¬±¸¿¡¼­´Â ÇÏõ-´ë¼öÃþ °è¿¡¼­ ¼öÄ¡¸ðÇü°ú µÎ Á¾·ùÀÇ ÇØ¼®¸ðÇüÀ» Àû¿ëÇÏ¿© À¯µµÄ§Åõ·® °î¼±À» À¯µµÇÏ¿© ºñ±³ÇÏ¿´À¸¸ç, Åõ¼ö°è¼öÀÇ À̹漺ºñ ¹× ÁöÇϼö À¯ÀÔ ¹æÇâÀÌ À¯µµÄ§Åõ·® »êÁ¤¿¡ ¹ÌÄ¡´Â ¿µÇâÀ» Æò°¡ÇÏ¿´´Ù. À¯µµÄ§Åõ·® °î¼±Àº ´Ü¼øÇÑ ±×·¡ÇÁ ÇüÅ·Πǥ½ÃµÇ¸ç, À¯µµÄ§Åõ·®, ¾ç¼ö·®, ÇÏõ°ú ¿ì¹°»çÀÌÀÇ °Å¸®, À¯µ¿ ÁöÇϼö À¯ÀÔ·® µîÀÇ 4°¡Áö ÀÎÀÚ¸¸À» Æ÷ÇÔÇϱ⠶§¹®¿¡ À¯µµÄ§Åõ·®ÀÇ °áÁ¤¿¡ À¯¿ëÇÏ°Ô Àû¿ëµÉ ¼ö ÀÖ´Ù. °ËÅäµÈ Á¶°Ç ¾Æ·¡¿¡¼­ Wilson ÇØ¼®¸ðÇü°ú FEWA ¼öÄ¡¸ðÇüÀÇ À¯µµÄ§Åõ·® °î¼±Àº ±Ù»çÀûÀ¸·Î ÀÏÄ¡ÇÏ¿´À¸¸ç, Åõ¼ö°Ô¼öÀÇ À̹漺ºñ´Â À¯µµÄ§Åõ·®¿¡ Å« ¿µÇâÀ» ¹ÌÄ¡´Â ÀÎÀÚ·Î Æò°¡µÇ¾ú´Ù. º» ¿¬±¸¿¡¼­ Àû¿ëµÈ ¹æ¹ý°ú µµÃâµÈ °á°úµéÀº À¯µµÄ§Åõ Çö»óÀ» ÀÌÇØÇϴµ¥ µµ¿òÀÌ µÇ¸ç, ¾ç¼ö¿ì¹°ÀÇ °èȹ ¹× ¼³°è, ¿ë¼ö°ø±Þ ¿ì¹°ÀÇ ¼öÁú°ü¸®¿¡ ÇÊ¿äÇÑ À¯µµÄ§Åõ·®°ú ¾ç¼ö·®ÀÇ ÃÖÀû °áÁ¤¿¡ Àû¿ëµÉ ¼ö ÀÖ´Ù.
In this paper a numerical model and two analytical models in the hydraulically connected stream-aquifer system were analyzed to compare the induced infiltration rate curves derived from each model. And we also examined the effects of anisotropy of hydraulic conductivity and the direction of the ambient ground water flow on the quantification of the induced infiltration rate. The induced infiltration rate curve determined by models is very simple and useful for estimating the induced infiltration rate since it contains only four physical variables such as the induced infiltration rate, the pumping rate, the distance between the pumping well and the stream, and the ambient ground water flow rate. Under the conditions tested in this paper the induced infiltration rate curves resulted from the Wilson's analytical model and FEWA numerical model were in good agreement, and the anisotropic ratio of hydraulic conductivity was evaluated as a physical factor which influences the behaviour of the induced infiltration rate curve. The methods and results of the paper might Icad to improve the understanding of the induced infiltration phenomenon and can be applied to the planning and disign of pumping well and the optimal determination of the induced infiltration rate and pumping rate for water quality management of the water supply wells.
 
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À¯µµÄ§Åõ;ÇÏõ-´ë¼öÃþ °è;¿ë¼ö°ø±Þ ¿ì¹°;FEWA ¸ðÇü;Induced Infiltration;Stream-Aquifer System;Water Supply Well;FEWA Model;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.32, no.3, 1999³â, pp.301-310
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199911920063156)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

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