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Çѱ¹¼öÀÚ¿øÇÐȸ / v.40, no.2, 2007³â, pp.101-112
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´Ù¸ñÀû´ï±ºÀÇ ½ÇÁ¦ ¿¬°è¿î¿µ È¿°ú Æò°¡
( Evaluation of Effects of Real Joint-Operation of Multi-purpose Dams ) |
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º» ¿¬±¸¿¡¼´Â ´ï±ºÀ» ¿¬°è¿î¿µÇÒ °æ¿ì ¹ß»ýÇÏ´Â È¿°ú¸¦ À̼öÃø¸é¿¡¼ Æò°¡ÇÒ ¼ö ÀÖ´Â ¹æ¹ýÀ» °³¹ßÇÏ¿© ÇѰ¼ö°è ´ï±º ¿î¿µ ½ÇÀûÀÇ Æò°¡¿¡ Àû¿ëÇÏ¿´´Ù. °³¹ßµÈ Æò°¡¹æ¹ý¿¡¼´Â ¿ë¼ö°ø±Þ°ú À¯È²°³¼± ºÎºÐ¿¡¼ ¿¬°è¿î¿µÀÇ È¿°ú¸¦ Æò°¡Çϱâ À§ÇÏ¿© Æò°¡ÁöÁ¡¿¡¼ ÇÊ¿ä¼ö·®¿¡ ´ëÇÑ ÃæÁ··ü°ú À¯È²¾ÈÁ¤µµ¸¦ Æò°¡ÁöÇ¥·Î »ç¿ëÇÏ¿´´Ù ¹ßÀü ºÎºÐ¿¡¼ ¿¬°è¿î¿µÀÇ È¿°ú´Â ´ï±º¿¡ ÀÇÇØ »ý»êµÈ ÃѹßÀü·®À» Æò°¡ÁöÇ¥·Î »ç¿ëÇÏ¿´´Ù. ½ÇÁ¦ ¿î¿µ½ÇÀûÀº °øÄª°ø±Þ·®À» °ø±ÞÇÏ´Â ´Üµ¶¿î¿µ°ú ÃÖÀûÈ ¸ðÇü¿¡ ÀÇÇÑ Æò°¡ÁöÇ¥µé°ú ºñ±³ÇÏ¿© Æò°¡µÇ¾ú´Ù. ÇѰ¼ö°èÀÇ 2001³âºÎÅÍ 2004³â±îÁöÀÇ ½ÇÁ¦ ¿¬°è¿î¿µ ½ÇÀûÀ» ´Üµ¶¿î¿µ°ú ÃÖÀûÈ ¸ðÇüÀÇ °á°ú¿Í °¢ ¿¬µµº°·Î ºñ±³ÇØ º¸¸é, ¿ë¼ö°ø±Þ Ãø¸é¿¡¼ ÇÊ¿ä¼ö·® ÃæÁ··üÀº ´Üµ¶¿î¿µÀº $94.36{sim}99.68%$, ½ÇÁ¦¿î¿µÀº $97.16{sim}99.90%$, ÃÖÀûÈ ¸ðÇüÀº 4°³³â ¸ðµÎ 100.0 %¸¦ ³ªÅ¸³Â´Ù. ´ï ¿î¿µ ¹æ¹ýº°·Î ÇÏ»ó°è¼ö¿Í À¯È²°è¼ö¸¦ »ç¿ëÇÏ¿© À¯È²¾ÈÁ¤µµ¸¦ Æò°¡ÇØ º¸¸é, À¯È²ÀÌ ´Üµ¶¿î¿µ º¸´Ù ½ÇÁ¦¿î¿µ°ú ÃÖÀûÈ ¸ðÇüÀÌ ´õ ¾ÈÁ¤ÀûÀÎ °á°ú¸¦ ³ªÅ¸³Â´Ù. ½ÇÁ¦ ÃѹßÀü·®À» ´Ù¸¥ ¿î¿µ¹æ¹ýÀÇ °á°ú¿Í ºñ±³ÇØ º¸¸é, ÃÖÀûÈ ¸ðÇüÀº ½ÇÁ¦ ÃѹßÀü·® º¸´Ù $-3.47{sim}6.54%$ Áõ°¡µÈ °á°ú¸¦ ³ªÅ¸³ÂÀ¸¸ç, ´Üµ¶¿î¿µÀº ½ÇÁ¦ ÃѹßÀü·® º¸´Ù $12.68{sim}38.94%$ °¨¼ÒµÈ °á°ú¸¦ ³ªÅ¸³Â´Ù. |
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In this study, a methodology was developed to evaluate the effects produced in the event of joint-operation of dams from the viewpoint of water use. It was applied to evaluating the actual results of dam operation in the Han River basin. In order to evaluate the effects of real joint-operation in terms of water supply and flow conditions, the methodology used the satisfaction rate of water requirement and the stability of flow conditions at the evaluation site as indicator. In order to evaluate the effects of joint-operation in terms of power generation, the total power generation produced by dams was used as evaluation indicator. Actual operation results were evaluated by comparison of evaluation indicators relating to single dam operation by which the notified mont of water was supplied, as well as to optimization models. Results of actual joint-operation of the Han River basin, from 2001 to 2004, were compared yearly with results from single operation and optimization model; in terms of water supply, the satisfaction ratio of water requirement stood at $94.36{sim}99.68%$ for single operation, $97.16{sim}99.90%$ for actual joint-operation, and 100.0 % for optimization model for all four years. The stability of flow condition was evaluated by the coefficient of river regime and coefficient of flow conditions definitely, indicating that flow conditions were more stable in case of actual operation and optimization models than in case of single operation. The actual total power generation was compared with that generated by other operation rules, indicating that the optimization model increased the power generation by $-3.47{sim}6.54%$ compared with the actual total power generation, and that the single operation decreased the power generation amount by $12.68{sim}38.94%$ compared with the actual total power generation. |
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Ű¿öµå |
¿¬°è¿î¿µ È¿°ú;ÇѰ¼ö°è;Æò°¡Áö¼ö;´ï¿î¿µ·ê;Effects of joint-operation;Evaluation index;Dam operation rule;The Han River Basin; |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.40, no.2, 2007³â, pp.101-112
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200710912630651)
¾ð¾î : Çѱ¹¾î |
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³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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