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Çѱ¹¼öÀÚ¿øÇÐȸ / v.40, no.1, 2007³â, pp.1-10
´ëû ´Ù¸ñÀû´ïÀÇ »ó½Ã¸¸¼öÀ§ º¯°æ¿¡ µû¸¥ À̼ö ¹× Ä¡¼ö ¿µÇâ °ËÅä
( Effects on Conservation and Flood Control Systems According In Normal Water Level Change from Daechung Multi-Purpose Reservoir )
ÀÌÀçÀÀ;±Çµ¿¼®; ¾ÆÁÖ´ëÇб³ ȯ°æ°Ç¼³±³Åë°øÇкÎ;À¯·®Á¶»ç»ç¾÷´Ü;
 
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´õ ¸¹Àº ¼öÀÚ¿øÀ» È®º¸Çϱâ À§ÇÑ ÇϳªÀÇ ´ë¾ÈÀ¸·Î¼­ ´Ù¸ñÀû Àú¼öÁöÀÇ È«¼öÁ¶Àý°ø°£°ú À̼ö°ø°£ »çÀÌ¿¡¼­ ¿ë·® ÀçÇÒ´ç ¹æ¾ÈÀ» Á¦¾ÈÇÏ¿´´Ù. Àú¼ö¿ë·® ÀçÇÒ´çÀ̶õ ±âÁ¸ÀÇ Àú¼öÁö¿¡ ¹°¸®Àû º¯È­ ¾øÀÌ Á» ´õ ¸¹Àº ÆíÀÍÀ» ¾òÀ» ¼ö ÀÖµµ·Ï »ó½Ã¸¸¼öÀ§¸¦ Á¶Á¤ÇÏ´Â °ü¸® ±â¹ýÀÌ´Ù. º» ¿¬±¸ÀÇ ¸ñÀûÀº È«¼öÁ¶Àý¿¡ ¹ÌÄ¡´Â ¾Ç¿µÇâÀ» ÃÖ¼ÒÈ­Çϸ鼭 ¿ë¼ö°ø±Þ¿¡ ÇÊ¿äÇÑ ¿ë·®À» Áõ´ë½Ãų ¼ö ÀÖ´Â Àú¼öÁö ¿ë·® ÀçÇÒ´ç ¹æ¹ý·ÐÀ» °³¹ßÇÏ´Â °ÍÀÌ´Ù. ÀÌ ¹æ¹ýÀº ´Ù¾çÇÑ ºóµµº° À¯ÀÔÈ«¼ö·®¿¡ ´ëÇÑ È«¼ö±â Àú¼öÁö ¸ðÀǿ, Áß¿äÁöÁ¡±îÁö È«¼öÃßÀû, ÇÏõÃÖ´ëÇã¿ëÀ¯·® °ËÅä, ÀçÇÒ´ç ¼öÀ§¿¡ ´ëÇÑ Àú¼öÁö °ø±Þ´É·Â °ËÅä µîÀ¸·Î ±¸¼ºµÇ¾î ÀÖ´Ù. È«¼öÁ¶ÀýÀ» À§ÇÑ Àú¼öÁö ¸ðÀǿ ¸ðÇüÀ¸·Î´Â Rigid ROM°ú HEC-5¸¦ »ç¿ëÇÏ¿´´Ù. º» ¿¬±¸¿¡¼­ Á¦¾ÈµÈ ¹æ¹ýÀ» ±Ý°­ À¯¿ª¿¡ Àû¿ëÇÏ¿´´Ù. ƯÈ÷ »ó·ùÀÇ Àú¼öÁö°¡ Á¸ÀçÇÒ ¶§¿Í Á¸ÀçÇÏÁö ¾ÊÀ» ¶§¸¦ °í·ÁÇÏ¿© ¼­·Î °æÇÕÇÏ´Â ¸ñÀûµé »çÀÌÀÇ ÀýÃæÀ» ºÐ¼®ÇÏ¿´´Ù.
Reallocation procedure of multipurpose reservoir storage capacity between flood control and conservation is presented as an alternative to secure more water resources. Storage reallocation is an adaptive management mechanism for converting existing normal pool level of reservoirs to more beneficial uses without requirement for physical alteration. This study is intended to develop a reservoir storage reallocation methodology that allows increased water supply storage without minimizing adverse impacts on flood control. The methodology consists of flood control reservoir simulation for inflows with various return periods, flow routing from reservoir to a potential damage site, analyzing river carrying capacity, and reservoir yields estimation for reallocated storages. For the flood control model, a simulation model called Rigid ROM(Reservoir Operation Method) and HEC-5 are used. The approach is illustrated by applying it to two reservoirs system in Geum River basin. Especially with and without new project conditions are considered to analyze trade-offs between competing objectives.
 
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Àú¼öÁö ¿ë·® ÀçÇÒ´ç;À̼ö;È«¼öÁ¶Àý´É·Â;ÇÏõ³» Çã¿ëÀ¯·®;Àú¼öÁö ¸ðÀǿ;¿ë¼ö°ø±Þ´É·Â;reservoir storage reallocation;conservation;flood control;river carrying capacity;reservoir simulation;reservoir yield;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.40, no.1, 2007³â, pp.1-10
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200708506339271)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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