¶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.37, no.2, 2004³â, pp.121-131
´Ù¾çÇÑ ¸ñÀû ÇÔ¼ö¿Í ÃÖÀûÈ­ ¹æ¹ýÀ» ´Þ¸®ÇÑ SIMHYD¿ÍTANK ¸ðÇüÀÇ Àû¿ë¼º ¿¬±¸
( The Applicability Study of SYMHYD and TANK Model Using Different Type of Objective Functions and Optimization Methods )
¼ºÀ±°æ;±è»óÇö;±èÇöÁØ;±è³²¿ø; ºÎ»ê´ëÇб³ ´ëÇпø ȯ°æ°øÇаú;ºÎ»ê´ëÇб³ °ø°ú´ëÇРȯ°æ°øÇаú;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø ȯ°æºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø ȯ°æºÎ;
 
ÃÊ ·Ï
ÀÏ ´ÜÀ§ °­¿ì-À¯Ãâ ¸ðÇüÀÎ SIMHYD¿Í TANK¸¦ ¼Ò¾ç°­´ï°ú ¿µÃµ´ï À¯¿ª¿¡ Àû¿ëÇÏ¿© À¯ÃâÀ» ¿¹ÃøÇÏ¿´´Ù. 7°³ÀÇ ¸Å°³º¯¼ö¸¦ °¡Áø SIMHYD¿Í 17°³ÀÇ º¯¼ö¸¦ °¡Áø TANK¸ðÇüÀ» ±¹³» À¯¿ª¿¡ Àû¿ëÇÏ¿© ¸ðÇüÀÇ Àû¿ë¼ºÀ» ºñ±³ Æò°¡ÇÏ¿´´Ù. µÎ ¸ðÇü¿¡ ¼¼ °¡Áö ¸ñÀûÇÔ¼ö¸¦ ´Þ¸®ÇÏ¿© ¼¼ °¡ÁöÀÇ ÃÖÀûÈ­ ¹æ¹ý(À¯ÀüÀÚ ¾Ë°í¸®Áò, Pattern Search MUlti-Start, Shuffled Complex Evolution Algorithm)À» Àû¿ëÇÏ¿© ¸ðÇü°ú ¸ñÀûÇÔ¼ö¿¡ µû¸¥ °üÃø À¯Ãâ·®¿¡ ´ëÇÑ ¸ðÀÇÀ¯Ãâ·®ÀÇ ¸ðÀÇ È¿À²À» ºñ±³ÇÏ¿´´Ù. TANK¸ðÇüÀÇ ¸ðÀÇ È¿À²ÀÌ SIMHYD ¸ðÇüÀÇ ¸ðÀÇ È¿À²¿¡ ºñÇØ ³ô°Ô ³ªÅ¸³µ´Ù. ¸ñÀûÇÔ¼ö¸¦ ´Þ¸®ÇÒ °æ¿ì´Â ¹«Â÷¿ø ÇÔ¼öÀÎ Nash-Sutcliffe °è¼ö¸¦ ºñ±³ÇÏ´Â °ÍÀÌ ¸ðµ¨ÀÇ Àû¿ë¼ºÀ» Æò°¡Çϴµ¥ ÀûÇÕÇÑ °ÍÀ¸·Î Æò°¡µÇ¾ú´Ù.
SIMHYD and TANK model are used to predict time series of daily rainfall-runoff of Soyang Dam and Youngcheon Dam watershed. The performances of SIMHYD model with 7 parameters and TANK model with17 parameters are compared. Three optimization methods (Genetic algorithm, Pattern search multi-start and Shuffled Complex Evolution algorithm) were applied to study-areas with 3 different types of objective functions. Efficiency of TANK model is higher than that of SIMHYD. Among different types of objective function, Nash-sutcliffe coefficient is found to be the most appropriateobjective function to evaluate applicability of model.
 
Ű¿öµå
°­¿ì-À¯Ãâ¸ðÇü;TANK ¸ðÇü;SIMHYD ¸ðÇü;ÃÖÀûÈ­ ±â¹ý;¸ñÀûÇÔ¼ö;Rainfall-Runoff Model;SIMHYD model;TANK model;Optimization method;Objective function;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.37, no.2, 2004³â, pp.121-131
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200411922294612)
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¿