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Çѱ¹¼öÀÚ¿øÇÐȸ / v.29, no.6, 1996³â, pp.131-139
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ºÐÆ÷Çü °¿ì-À¯Ãâ ¸ðÇü¿¡ ÀÇÇÑ À¯Ãâ ÇØ¼®
( Runoff Analysis Using a Distributed Rainfall-Runoff Model ) |
| ½Å»çö; Çѱ¹¼öÀÚ¿ø°ø»ç ¼öÀÚ¿ø¿¬±¸¼Ò;
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| º» ¿¬±¸ÀÇ ¸ñÀûÀº ºÐÆ÷Çü °¿ì-À¯Ãâ ¸ðÇü¿¡ ÀÇÇÑ À¯Ãâ·®À» ÇØ¼®ÇÏ´Â °ÍÀÌ´Ù. º» ¸ðÇüÀº µÎ°³ÀÇ ºÎ¸ðÇüÀ¸·Î ±¸¼ºµÇ¾î ÀÖ´Ù. Çϳª´Â ¼ö°è¸Á(drainage network) À» ÅëÇÏ¿© ¿îµ¿ÆÄ ¸ðÇü(kinematic wave model)À» ÀÌ¿ëÇÏ¿© ºÐÆ÷ÀûÀ¸·Î ÃßÀûµÇ´Â Á÷Á¢ À¯Ã⠺θðÇüÀ̸ç, ´Ù¸¥ Çϳª´Â ±âÀúÀ¯Ã⠺θðÇüÀ¸·Î¼ ÁýÁßÇüÀ¸·Î Ãë±ÞµÇ¾î À¯¿ª Ãⱸ¿¡¼¸¸ °è»êÇϵµ·Ï ÇÏ¿´´Ù. º» ¿¬±¸¿¡¼ °³¹ßµÈ ¸ðÇü¿¡ ÀÇÇÏ¿© û¹Ìõ À¯¿ª¿¡ ´ëÇÑ À¯Ãâ·®ÀÇ ½Ã°£Àû, °ø°£ÀûÀÎ ºÐÆ÷¸¦ °í·ÁÇÒ ¼ö ÀÖ¾ú´Ù. |
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| The main goal of this study is a rainfall-runoff analysis using atopographically-based distributed model. It consists of two parts: one is a direct runoff submodel and the other is a baseflow submodel. The direct runoff submodel is a distributed model which routed through the drainage networks with a kinematic wave model. The baseflow submodel is considered as a lumped system. This model makes it possible to take the effect of areal and temporal distribution of storm into accout. |
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.29, no.6, 1996³â, pp.131-139
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199611920098084)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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