¶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.40, no.7, 2007³â, pp.523-532
SCS Ãʰú¿ì·®»êÁ¤¹æ¹ýÀ» ÀÌ¿ëÇÑ Àú·ùÇÔ¼ö¹ý Àû¿ë
( Application of Storage Function Method with SCS Method )
±èűÕ;À±°­ÈÆ; ÁøÁÖ»ê¾÷´ëÇб³ Á¶°æÇаú;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ¼öÀÚ¿ø¿¬±¸ºÎ;
 
ÃÊ ·Ï
1974³â ÇѰ­È«¼ö¿¹º¸½Ã½ºÅÛÀ» ±¸ÃàÇÑ ÀÌÈÄ·Î, Àú·ùÇÔ¼ö¹ýÀ» ±Ù°£À¸·Î ÇÏ´Â È«¼ö¿¹º¸½Ã½ºÅÛÀÌ ÁÖ¿äÇÏõÀ» ´ë»óÀ¸·Î ¿î¿µµÇ°í ÀÖ´Ù. 1961³â ¸ñÃÌÁØÈ²(ÙÊõ½ñÕüÌ)¿¡ ÀÇÇÏ¿© Á¦¾ÈµÈ Àú·ùÇÔ¼ö¹ýÀº Àú·ùÇÔ¼ö¸¦ ±âº»½ÄÀ¸·Î ÀÌ¿ëÇϰí ÀÖ´Ù. Àú·ùÇÔ¼ö¹ý¿¡¼­´Â À¯¿ªÀ» À¯Ã⿪°ú ħÅõ¿ªÀ¸·Î ±¸ºÐÇϰí, ´©°¡¿ì·®ÀÌ Æ÷È­¿ì·®À» ÃʰúÇϱâ Àü±îÁö´Â À¯Ã⿪¿¡¼­¸¸ À¯ÃâÀÌ ¹ß»ýÇϰí, Æ÷È­¿ì·®À» ÃʰúÇÑ ÈĺÎÅÍ Ä§Åõ¿ª¿¡¼­µµ À¯ÃâÀÌ ¹ß»ýÇÏ´Â °ÍÀ¸·Î °¡Á¤ÇÏ¿´°í, À̶§ À¯Ã⿪ÀÇ ¸éÀûÀÌ ÀÏÁ¤ÇϹǷΠÀ¯Ãâ·üÀº ÀÏÁ¤ÇÑ °ÍÀ¸·Î °¡Á¤ÇÏ¿´´Ù. ¶ÇÇÑ À¯Ã⿪°ú ħÅõ¿ªÀÇ À¯Ãâ·®À» ºÐ¸®ÇÏ¿© °è»êÇϸç, ÀÌ´Â ºñ¼±ÇüÀú¼öÁöÀÇ Æ¯¼ºÀ» °í·ÁÇÏ¸é ºÒÇÕ¸®ÇÏ´Ù. º» ¿¬±¸¿¡¼­´Â Àú·ù¹æÁ¤½Ä°ú ¿¬¼Ó¹æÁ¤½ÄÀ» ÀÌ¿ëÇÑ ¼öÁ¤µÈ Àú·ùÇÔ¼ö¹ýÀ» Á¦½ÃÇÏ¿´À¸¸ç, À¯È¿¿ì·®Àº SCS Ãʰú¿ì·®»êÁ¤¹æ¹ýÀ» ÀÌ¿ëÇÏ¿´´Ù. ³«µ¿°­À¯¿ªÀÇ À§ÃµÀ» ´ë»óÀ¸·Î ¼öÁ¤µÈ Àú·ùÇÔ¼ö¹ýÀ» Àû¿ëÇÏ¿´À¸¸ç, ¸ñÃÌÁØÈ²(ÙÊõ½ñÕüÌ) Àú·ùÇÔ¼ö¹ý¿¡ ºñÇÏ¿© ÷µÎÈ«¼ö·® »êÁ¤¿¡ °³¼±µÈ °á°ú¸¦ º¸¿´À¸¸ç, ¸Å°³º¯¼öÀÇ °¨¼Ò·Î Àû¿ë¼ºÀ» °³¼±ÇÏ¿´´Ù.
It has been operated since 1974, recently, the flood forecasting and warning system is applied in almost all the rivers in Korea, and the Storage Function Method (SFM) is used for flood routing. The SFM which was presented by Toshimitsu Kimura (1961) routes floods in channels and basins with the storage function as the basic equation. A watershed is divided into two zone, runoff and percolation area and runoff from runoff area is occurred when cumulated rainfall is not exceed saturation point, but exceed runoff is occurred from percolation area, too. Runoff area is given and not changed, runoff ratio is constant. In routing Process, runoff from runoff and percolation area is routed seperately with nonlinear conceptual reservoir having the same characteristics and it is unreasonable assumption. A modified SFM is proposed with storage function and continuity equation which has no assumption for routing process and effective rainfall is calculated by SCS Method. For Wi-stream, comparison of Kimura and the modified SFM is conducted, and it could be seen that the modified SFM is more improvable and applicable method easily by reducing the parameters.
 
Ű¿öµå
È«¼ö¿¹º¸;Àú·ùÇÔ¼ö¹ý;SCS Ãʰú¿ì·®»êÁ¤¹æ¹ý;flood forecasting and warning;storage function method;SCS method;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.40, no.7, 2007³â, pp.523-532
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200734514826120)
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¿