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													| Çѱ¹¼öÀÚ¿øÇÐȸ / v.31, no.6, 1998³â, pp.727-739   |  
													| º¹ÇÕ ¸ðµ¨¸µ ±â¹ýÀ» ÀÌ¿ëÇÑ È«¼ö½Ã Àú¼öÁö ÃÖÀû ¿î¿µ (»ç·Ê ¿¬±¸ : ÃæÁÖ ´Ù¸ñÀû Àú¼öÁö) ( Optimal Reservour Operation for Flood Control Using a Hybrid Approach (Case Study: Chungju Multipurpose Reservoir in Korea) )
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													| ÀϹÝÀûÀ¸·Î Àú¼öÁö ÃÖÀû¿î¿µÀÇ ¸ñÀûÀº ÇÑÁ¤µÈ ¼öÀÚ¿øÀ» ¿©·¯ ¸ñÀûÀ¸·Î ÃÖÀû ºÐ¹èÇÏ¿© ¾ò´Â ÀÌÀÍÀÇ ÃÖ´ëÈ¿Í, È«¼ö ¹ß»ýÀ¸·Î ÀÎÇÑ °úÀ× ¼ö·®À» ¾ÈÀüÇÏ°Ô ¹èÁ¦½ÃÅ´À¸·Î½á È«¼ö Ãë¾àÁö¿ªÀÇ ÇÇÇØ¸¦ ÃÖ¼ÒȽÃŰ´Â °ÍÀ¸·Î ±¸ºÐÇÒ ¼ö ÀÖ´Ù. Àú¼öÁö ¿î¿µ¿¡ ´ëÇÑ ¿¬±¸»ç¸¦ °íÂûÇØ º¼ ¶§, Áö³ ¼ö½Ê ³â°£ ù ¹øÂ° ¿µ¿ª¿¡ ¿¬±¸°¡ ÁýÁߵǾúÀ½À» ¾Ë ¼ö ÀÖ´Ù. º» ¿¬±¸ÀÇ ¸ñÀûÀº, ÃæÁÖ Àú¼öÁöÀÇ È«¼öÁ¶ÀýÀ» À§ÇÑ Àú¼öÁö ÃÖÀû¿î¿µÀÇ ¹æ¹ý·Ð °³¹ß¿¡ ÁßÁ¡À» µÎ°í, ÇÏ·ù È«¼öÇÇÇØ ÃÖ¼ÒÈ¿Í ´ï ¾ÈÀüµµ ¹× »ó·ù È«¼öÇÇÇØ ÃÖ¼ÒÈÀÇ »óÃæµÇ´Â ¸ñÀûµéÀÌ Å¸ÇùµÇ´Â ÃÖÀû ¿î¿µÁ¤Ã¥ ¼ö¸³À» À§ÇÑ ÃÖÀûÈ ¸ðÇüÀÇ °³¹ß¿¡ ÀÖ´Ù. º» ¸ñÀû ´Þ¼ºÀ» À§ÇØ (1)HYMOS¸¦ ÀÌ¿ëÇÑ ¼ö¹®ÀÚ·á °ËÁõ, (2)°¿ì-À¯Ãâ È£¸í°ú SOBEK 1Â÷¿ø ºÎÁ¤·ù È«¼öÃßÀû ¸ðÇüÀÇ °£Á¢°áÇÕÀ» ÅëÇÑ ÇÏ·ù È«¼öÇÇÇØ Æò°¡ ¸ðÇüÀÇ ±¸¼º, (3)Àΰø½Å°æ¸Á ±â¹ýÀ» ÀÌ¿ëÇÑ ÇÏÀ¯ È«¼öÇÇÇØ Æò°¡ ¸ðÇüÀÇ º¹Á¦, (4)Àú¼öÁö ÃÖÀûȸðÇü °³¹ßÀÇ ¼øÂ÷Àû ÀýÂ÷·Î ¿¬±¸°¡ ¼öÇàµÇ¾ú´Ù. |  
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													| The main objectives o reservoir optimal operation can be described as follows : maximization of the benefits through optimal allocation of the limited water resources for various purpose; minimization of tµµ costs by the flood damage in potential damaging regions and risk of dam failure, etc. through safe drainage of a bulky volume of excessive water by a proper reservoir operation. Reviewing the past research works related to reservoir operation, we can find that the study on the matter of the former has been extensively carried out in last decades rather than the matter of the latter. This study is focused on developing a methodology of optimal reservoir operation for flood control, and a case study is performed on the Chungju multipurpose reservoir in Korea. The final goal of the study is to establish a reservoir optimal operation system which can search optimal policy to compromise two conflicting objectives: downstream flood damage and dam safety-upstream flood damage. In order to reach the final goal of the study, the following items were studied : (1)validation of hydrological data using HYMOS: (2)establishment of a downstream flood routing model coupling a rainfall-runoff model and SOBEK system for 1-D hydrodynamic flood routing; (3)replication of a flood damage estimation model by a neural network; (4)development of an integrated reservoir optimization module for an optimal operation policy. |  
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													| È«¼ö Á¶Àý;Àú¼öÁö ´Ù¸ñÀû ÃÖÀû¿î¿µ;Àü¿ªÃÖÀûÈ;Àΰø½Å°æ¸Á;º¹ÇÕ ¸ðµ¨¸µ; |  
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													| Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.31, no.6, 1998³â, pp.727-739 Çѱ¹¼öÀÚ¿øÇÐȸ
 ISSN : 1226-6280
 UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199811920062815)
 ¾ð¾î : Çѱ¹¾î
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													| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |  
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