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Çѱ¹¼öÀÚ¿øÇÐȸ / v.30, no.6, 1997³â, pp.575-575
ùÓ˰â©Í§ ´Ù¸ñÀû´ï ù»×µ ìí êüõó Ù¼ëô æÚϼ
( A Research on the Daily Runoff Simulation for the Downstream Region of Multipurpose Dams in the Han River )
ÀÌ»óÈ£;±è¿µ¼º;½Å¿ë³ë; ºÎ°æ´ëÇб³ Åä¸ñ°øÇаú;Çѱ¹¼öÀÚ¿ø°ø»ç ¼öÀÚ¿ø¿¬±¸¼Ò;Çѱ¹¼öÀÚ¿ø°ø»ç ¼öÀÚ¿ø¿¬±¸¼Ò;
 
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ÇѰ­À¯¿ª ´Ù¸ñÀû ´ïÀÇ ÇÏ·ùÁö¿ª¿¡ ´ëÇÑ À̼ö¸ñÀûÀÇ ¹æ·ù ÀÇ»ç°áÁ¤ ´É·ÂÀ» Çâ»ó½Ã۰íÀÚ ÀÏ ´ÜÀ§ À¯¿ª À¯Ãâü°è¸¦ ±¸¼ºÇÏ¿´´Ù. °­¿ì-À¯Ãâ ¿¬¼Ó¸ðÀÇ ¸ðÇüÀº NWSRFSÀÇ À¯¿ª¿ä¼Ò¸¦ Tabios III µîÀÌ ¼öÁ¤ÇÑ ¸ðÇü(1986)À» »ç¿ëÇÏ¿´°í, ÀáÀç Áõ¹ß»ê·®Àº Penman ½ÄÀ¸·Î »êÁ¤ÇÏ¿´´Ù. ÇϵµÃßÀû ¸ðÇüÀº DWOPER¸¦ »ç¿ëÇÏ¿´´Ù. ÇϵµÃßÀû ü°è´Â ºÏÇѰ­À» º»·ù±¸°£À¸·Î ÇÏ°í ¼Ò¾ç°­°ú ³²ÇѰ­ÀÌ ÇÕ·ùµÇ´Â Çü»óÀ¸·Î ±¸¼ºÇÏ¿´´Ù. °­¿ì-À¯Ãâ ¸ðÇüÀÇ º¸Á¤ ¹× °ËÁõÀº 5°³ ¼ÒÀ¯¿ª¿¡ ´ëÇÏ¿© ¼öÇàÇÏ¿´´Ù. ±¸¼ºµÈ ü°è·Î¼­ '86³â°ú '90³âÀÇ À¯ÃâÀ» ¸ðÀÇÇÏ¿´´Ù. 4¿ùºÎÅÍ 11¿ù±îÁö ¸ðÀÇÇÑ °á°ú, ÇÏ·ù ´ïÁöÁ¡µéÀÇ 7ÀÏ ¶Ç´Â 30Àϰ£ °è»ê À¯·®ÇÕÀº ¹æ·ù½ÇÀû°ú 8.7¡­31.6%ÀÇ Æò±Õ Àý´ë¿ÀÂ÷¸¦ º¸¿´´Ù. ÃÑ ¹æ·ù·®À» ÃÑ °è»ê À¯·®°ª°ú ºñ±³ÇÒ ¶§, 10% À̳»ÀÇ Àý´ë¿ÀÂ÷¸¦ º¸¿´´Ù. 1986³âÀÇ °æ¿ì¿¡, ¿©ÁÖ ¼öÀ§°üÃø¼Ò¿¡¼­´Â 4¿ù¡­8¿ù »çÀÌ¿¡ ¾à 0.5mÀÇ ¼öÀ§°è»ê ¿ÀÂ÷¸¦ º¸¿´À¸³ª, 9¿ù ÀÌÈÄ¿¡´Â ´ëºÎºÐ 0.2m ÀÌÇÏÀÇ ¿ÀÂ÷¸¦ º¸¿´´Ù. 1990³âÀÇ °æ¿ì¿¡, ¹Ì·¡ Àú¼öÁö¸¦ ¸ð¸£´Â »óÅ¿¡¼­ ÇöÀç Àú¼öÀ§¸¦ ÇÏ·ù ¹× ³»ºÎ°æ°èÁ¶°ÇÀ¸·Î °íÁ¤ÇÑ ¸ðÇü¼öÇà °á°ú, ½ÇÁ¦ Àú¼öÁö¸¦ »ç¿ëÇÑ °æ¿ì¿Í ±Ù»çÇÑ °á°ú¸¦ º¸¿´´Ù.
A daily runoff system was constructed to support decision making for water use in the downstream region of multipurpose dams in the Han River. The daily runoff system used the modified model from NWSRFS by Tabios III et al.(1986), and potential evapotranspirationwas computed from Penman equation. DWOPER was used for channel routing. While the North Han River is the main river reach in the channel routing system, the South Han River and the Soyang River became tributaries. The rainfall-runoff model was calibrated and verified for five subvbasins. Daily runoffs were simulated with hydrometeorological data in 1986 and 1990. The simulations were performed from April to November, and the sum of computed dams. It showed the average absolute errors of 8.7¡­31.6%. The sun of total discharges were simulation from April to August in 1986, the errors kept under 0.2m since September. In the simulation for 1990, we compared two simulation results. One is produced from real internal boundary conditions fixed arbitrarily. The two cases showed similar results.
 
Ű¿öµå
ÀÏÀ¯Ãâ;ÇѰ­;Penman ½Ä;daily runoff;the Han river;DWOPER;Penman equation;DWOPER;
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.30, no.6, 1997³â, pp.575-575
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199710102421173)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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