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Çѱ¹¼öÀÚ¿øÇÐȸ / v.19, no.4, 1986³â, pp.347-354
ÇÏõÀ¯Ãâ¿¹ÃøÀ» À§ÇÑ °­¿ì-À¯Ãâ ¸ðµ¨
( Rainfall-Runoff Model for River Runoff Prediction )
ÁöÈ«±â;³²¼±¿ì;À̼øÅÃ; ¿µ³²´ëÇб³ °ø°ú´ëÇÐ;µ¿±¹´ëÇб³ °ø°ú´ëÇÐ, ¿µ³²´ëÇб³ °ø°ú´ëÇÐ;;
 
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°­¿ì¿Í À¯¿ªÆ¯¼ºÀ¸·ÎºÎÅÍ È«¼öÀ¯ÃâÀ» ¿¹ÃøÇϱâ À§Çؼ­ Nash ¸ðµ¨ÀÇ ¸Å°³º¯¼ö N, K°¡ °áÁ¤µÉ Çʿ䰡 ÀÖ´Ù. ¶ÇÇÑ ¼ø°£´ÜÀ§µµÀÇ ¸Å°³º¯¼ö N,K°¡ ÀûÀ²¹ý¿¡ ÀÇÇØ¼­ À¯µµµÇ¾î¾ß ÇÑ´Ù. °­¿ìƯ¼ºÀ¸·ÎºÎÅÍ À¯µµµÇ´Â Nash ¸ðµ¨ÀÇ ¸Å°³º¯¼ö´Â ³«µ¿°­¿¡ À§Ä¡ÇÑ À§ÃµÀ¯¿ª¿¡ Àû¿ëÇÏ¿´´Ù. ¼±ÇüÀ̷п¡ ÀÇÇÑ ¼ø°£´ÜÀ§µµÀÇ À¯µµ¿¡ À־ °­¿ìƯ¼ºÀ¸·Î¼­ ÀúÀå»ó¼ö K´Â ¸Å¿ì ³ôÀº »ó°ü°è¼ö 0.97À» °¡Áø K=1.327 $¡¤$¡¤$¡¤$¡¤$¡¤$À» äÅÃÇÏ¿´´Ù. ÀÌ¿Í °°Àº °­¿ìƯ¼ºÀ¸·Î¼­ Gamma ÇÔ¼ö N´Â ¸Å¿ì ³ôÀº »ó°ü°è¼öÀÎ 0.97·Î¼­ N=0.032$¡¤$¡¤$¡¤$¡¤$¡¤$À¸·Î ³ªÅ¸³µ´Ù. °ËÁ¤°á°ú Nash ¸ðµ¨ÀÇ ¼ø°£´ÜÀ§µµ¿Í ÀÌ·Î ÀÎÇÑ È«¼öÀ¯ÃâÀº °­¿ìƯ¼ºÀ¸·ÎºÎÅÍ ¿¹ÃøµÉ ¼ö ÀÖÀ½ÀÌ ÀÔÁõµÇ¾ú´Ù.
To predict flood runoff from rainfall and watershed Characteristics, Nash's parameters of N, K are needed to be determined. Also parameters of IUH N and K are derived by the moment method. Nash's model whose parameters are derived from rainfall characteristics is applied to the Wi-stream basin, which is a tributary located in the Nakdong river. For the derivation of IUH by applying linear conceptual model, the storage constant, K, with the rainfall characteristics was adopted as K=1.327 $$.$$$.$$$.$$$.$$$.$$ having a highly significant correlation coefficient, 0.970. Gamma function argumetn, N, derived with such rainfall characteristics was found to be N=0.032$$.$$$.$$$.$$$.$$$.$$ having a highly significant correlation coefficient, 0.970. From the tested results it is proved that Nash's IUH and consequently flood runoff can be predicted from rainfall characteristics.
 
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.19, no.4, 1986³â, pp.347-354
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198611920091744)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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