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Çѱ¹¼öÀÚ¿øÇÐȸ / v.18, no.2, 1985³â, pp.175-185
ÀúÀ¯ÇÔ¼ö¹ý¿¡ ÀÇÇÑ °­¿ì-À¯Ãâ¸ðÇüÀÇ º¯¼öÃßÁ¤
( Parameter Determination of Rainfall Runoff Model by Storage Function Model )
³²±Ã´Þ; Ãæ³²´ëÇб³ ³ó°ú´ëÇÐ ³ó°øÇаú;
 
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º» ¿¬±¸´Â À¯ÃâÇØ¼®À» À§ÇÏ¿© ÀúÀ¯ÇÔ¼ö¸ðµ¨ÀÇ »ó¼ö¿Í À¯¿ªÀÇ ¼ö¹®ÀÎÀÚ ¹× ÁöÇüÀÎÀÚ¿ÍÀÇ °ü°è¸¦ ¸í¹éÈ÷ ÇÒ ¼ö ÀÖ´Â ¹æ¹ý¿¡ ´ëÇÏ¿© °íÂûÇÏ¿´´Ù. ¿¬±¸´ë»óÀ¯¿ªÀº ¿ì¸®³ª¶óÀÇ Áß¿ä¼ö°è¿¡ ¼ÓÇÏ´Â ÇѰ­ ±Ý°­ ³«µ¿°­ ¿µ»ê°­ À¯¿ªÀÇ 8°³¼ÒÀ¯¿ªÀ» ÅÃÇÏ¿´´Ù. ÃÖÀû»ó¼öÀÇ Å½»öÀº ¼öÇÐÀû ÃÖÀûÄ¡ Ž»ö¹æ¹ýÀÇ ÇϳªÀÎ SDFP ¹ýÀ» »ç¿ëÇÏ¿´À¸¸ç ÀûÇÕ¼º °ËÁ¤¿¡´Â $chi$2-±âÁØÀ» Àû¿ëÇÏ¿´´Ù. ÀúÀ¯ÇÔ¼ö¹ý°ú kinematic wave À̷п¡ ÀÇÇÏ¿© ÀúÀ¯»ó¼ö¿Í Áö´ë½Ã°£À» ±¸ÇÏ´Â °ø½ÄÀ» ÀεµÇÏ¿´À¸¸ç kinematic wave ¸ðµ¨ÀÇ °¡Á¤Ä¡¿Í ÀúÀ¯ÇÔ¼ö ¸ðµ¨ÀÇ ÃÖÀû»ó¼ö¸¦ ±âÁØÀ¸·Î ÇÏ¿© °ËÅäÇÏ¿´´Ù. ÁÖ¿äÇÑ °á°ú¸¦ ¿ä¾àÇÏ¸é ´ÙÀ½°ú °°´Ù. 1) ÀúÀ¯ÇÔ¼ö¹ý°ú kinematic wave ¸ðµ¨ÀÇ »ó¼ö »çÀÌ¿¡´Â ¼­·Î °øÅëµÈ °ü°è°¡ ÀÖ´Ù. µû¶ó¼­ ÀÌ µÎ ¸ðµ¨ÀÇ °ü°è·ÎºÎÅÍ ¨ó½ÄÀ» ¾ò¾ú´Ù. 2) À§¿¡¼­ ±¸ÇÑ °ø½ÄÀ» °£´ÜÈ÷ ÇÏ¿© »êÁöÀ¯¿ª¿¡¼­ ½ÇÁ¦ÀûÀ¸·Î Àû¿ëµÉ ¼ö ÀÖ´Â »õ·Î¿î °ø½ÄÀ» Á¦¾ÈÇÏ¿´´Ù. 3) ¿©±â¿¡¼­ Á¦¾ÈµÈ ¹æÁ¤½ÄÀÇ ÀûÇÕ¼ºÀ» °ËÁ¤Çϱâ À§ÇÏ¿© »êÁöÀ¯¿ªÀÇ ¸î °³ ÁöÁ¡¿¡ ¸î °³ÀÇ È«¼öÀڷḦ Àû¿ëÇÏ¿© ÀÌ ¹æÁ¤½ÄÀ¸·Î ±¸ÇÑ »ó¼ö¸¦ °®À̰í ÀúÀ¯ÇÔ¼ö¹ý¿¡ ÀÇÇÏ¿© À¯ÃâÇØ¼®À» ÇÏ¿© Á¦¾È½ÄÀÇ Å¸´ç¼ºÀ» È®ÀÎÇÏ¿´´Ù.
This paper discusses the posibility of synthesizing flood hudrographs by the stroage function model. Eight small watersheds from Han, Gum, Nakdong, Youngsan river system were selected for this purpose. The optimum constants are computed from the chi square criterion by the SDFP methods Based on these constants, equations for the storage constant and Lag time are derived from the kinematic wave theory and storage function theory. These relations are examined by using optimum constants of the storage function model and assumptive constant of the kinematic wave model. Main results are sumarized as follows. 1. Constants of the storage function model are closely related to those of the kinematic wave model. The formula obtained theoretically is difficult to use practically because of the unclaified definition of factors. 2. In order to estimate constants of the storage function model for the practical purpose, new equations are also proposed for mountaneous area. 3. The verification of proposed equation is made for several recorded floods for mountaeous areas.
 
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.18, no.2, 1985³â, pp.175-185
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198511920091291)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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