¶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.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) )
ÀÌÇѱ¸;ÀÌ»óÈ£; Çѱ¹¼öÀÚ¿ø°ø»ç Á¶»ç±âȹó ¼ö¹®Á¶»ç°ú;ºÎ°æ´ëÇб³ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
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¸¦ ÃÖ¼ÒÈ­½ÃŰ´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 ÃÖÀûÈ­¸ðÇü °³¹ßÀÇ ¼øÂ÷Àû ÀýÂ÷·Î ¿¬±¸°¡ ¼öÇàµÇ¾ú´Ù.
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.
 
Ű¿öµå
È«¼ö Á¶Àý;Àú¼öÁö ´Ù¸ñÀû ÃÖÀû¿î¿µ;Àü¿ªÃÖÀûÈ­;Àΰø½Å°æ¸Á;º¹ÇÕ ¸ðµ¨¸µ;
 
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
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¿