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Çѱ¹¼öÀÚ¿øÇÐȸ / v.35, no.4, 2002³â, pp.367-374
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ÁöÇ¥¼ö¿Í ÁöÇϼöÀÇ ÃÖÀû ¿¬°è¿î¿µ
( Optimal Conjunctive Use of Surface and Ground Water ) |
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| º» ¿¬±¸¿¡¼´Â ÁöÇ¥¼ö¿Í ÁöÇϼö¸¦ ÃÖÀû ¿¬°è ¿î¿µÇÏ¿© ÀåÂ÷ ´Ù°¡¿Ã ¹° ºÎÁ·¿¡ ´ëÀÀÇÒ ¼ö ÀÖ´Â ¿ë¼ö °ø±Þ ¹æ¾ÈÀ» °ËÅäÇÏ¿´´Ù. ÃÖÀû ÁöÇ¥¼ö, ÁöÇϼö ¿¬°è¿î¿µ ¸ðÇüÀº ¿ë¼ö°ø±ÞÀ¸·Î ÀÎÇÑ ¼øÆíÀÍÀ» ÃÖ´ëÈÇϵµ·Ï ÀÌ»ê¹ÌºÐµ¿Àû°èȹ¹ýÀ» »ç¿ëÇÏ¿© °³¹ßÇÏ¿´´Ù. ½Ã¹üÀ¯¿ªÀ¸·Î ¾ç¾ç ³²´ëõÀ» ¼±Á¤ÇÏ¿© ¸ðÇüÀ» Àû¿ëÇÑ °á°ú, ÁöÇ¥¼ö¸¸ »ç¿ëÇÏ¿© ¿ë¼ö¸¦ °ø±ÞÇÏ´Â °Í¿¡ ºñÇÏ¿© ¿ë¼ö°ø±Þ ½Å·Úµµ°¡ ¶Ù¾î³²À» È®ÀÎÇÒ ¼ö ÀÖ¾ú´Ù. |
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| Water supply plan by optimal conjunctive use of surface and ground water is studied to prepare expected water deficit in near future. The optimization model for conjunctive use of surface and ground water is developed using discrete differential dynamic programming technique to maximize net benefit by water supply. As a result of applying the model to Namdaechun river located in Yangyang, it is found that water supply reliability using optimal conjunctive use of surface and ground water is much higher than reliability using surface water alone.£¿£¿£¿ |
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| ÁöÇ¥¼ö ÁöÇϼö ÃÖÀû ¿¬°è¿î¿µ;µ¿Àû°èȹ¹ý;¿ë¼ö°ø±Þ ½Å·Úµµ;optimal conjunctive use of surface and ground water;dynamic programming;water supply reliability; |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.35, no.4, 2002³â, pp.367-374
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200218718191069)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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