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Çѱ¹¼öÀÚ¿øÇÐȸ / v.26, no.1, 1993³â, pp.81-91
ºÐÆ÷Çü ¸ðµ¨À» ÀÌ¿ëÇÑ À¯¿ª³» À̵¿°­¿ìÀÇ À¯ÃâÇØ¼®(II)-¸ðµ¨ÀÇ Àû¿ë-
( Simulation of Moving Storm in a Watershed Using A Distributed Model(II)-Model Application- )
ÃÖ°è¿î;ÀÌÈñ½Â;¾È»óÁø; Çѱ¹¼öÀÚ¿ø°ø»ç ¼öÀÚ¿ø¿¬±¸¼Ò;Çѱ¹¼öÀÚ¿ø°ø»ç ±â¼úº»ºÎ, ÃæºÏ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;;
 
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º» ³í¹®¿¡¼­, ½ÇÁ¦ À¯¿ª¿¡¼­ÀÇ À̵¿°­¿ì¿¡ ÀÇÇÑ À¯ÃâÇö»óÀ» ºÐÆ÷Çü ¸ðµ¨À» ÀÌ¿ëÇÏ¿© ¸ðÀÇÇÏ¿´´Ù. ½ÇÁ¦À¯¿ªÀ¸·Î ¹Ì±¹ IdahoÁÖÀÇ Macks Creek ½ÇÇèÀ¯¿ªÀÌ ¼±Á¤µÇ¾úÀ¸¸ç, »ç¿ëµÈ À̵¿°­¿ì·Î 1965³â 8¿ù23ÀÏ 15½Ã 30ºÐ¿¡¼­ 17½Ã 30ºÐ±îÁö ¾à 2½Ã°£¿¡ °ÉÃÄ ÁøÇàµÇ¾ú´ø °­¿ì¸¦ äÅÃÇÏ¿´´Ù. ÀÌ °­¿ì´Â °­¿ì Áö¼Ó ±â°£µ¿¾È °­¿ì°­µµÀÇ °ªÀÌ »ó´çÈ÷ º¯È­Çϸç, ¶ÇÇÑ °­¿ì ÀÚü°¡ Áö¿ª³» ÇÑÁöÁ¡À¸·ÎºÎÅÍ ´Ù¸¥ ÁöÁ¡À¸·Î Á¡Â÷ÀûÀ¸·Î À̵¿µÇ¾î°¡´Â ÀüÇüÀûÀÎ À̵¿°­¿ìÀÇ Æ¯¼ºÀ» °®Ãß¾ú´Ù. ¶ÇÇÑ ÀÌ À¯¿ª³» ÁöÇ¥¸éÀ» ÀÌ·ç°í ÀÖ´Â Åä¾çÀÇ Æ¯¼º, ½Ä¹°ÀÇ ÇǺ¹Á¤µµ, ÁöÇ¥¸éÀÇ °æ»ç, ÇÏ»ó°æ»çµîÀÇ À¯Ãâ Áö¹è ÀÎÀÚµéÀº °¢ ÁöÁ¡¸¶´Ù ±× °ªÀÌ ´Ù¸¥ ÀüÇüÀû °ø°£ºÐÆ÷ ÇüŸ¦ °®Ãß°í ÀÖ´Ù. ºÐÆ÷Çü ¸ðµ¨·Î´Â º» ³í¹®ÀÇ ÀüÆí¿¡¼­ °³¹ßµÈ ¸ðµ¨À» »ç¿ëÇÏ¿´´Âµ¥, ÀÌ ¸ðµ¨Àº À¯¿ª³» À¯ÃâÇö»óÀ» ÁöÇ¥¸é È帧°ú ÇÏõ¸Á È帧À¸·Î ³ª´©¾î ¸ðÀÇÇÑ´Ù. Áï, 2Â÷¿ì³ÊÀÇ À¯ÇÑ¿ä¼Ò ¸ðµ¨À» ÀÌ¿ëÇÏ¿© ÁöÇ¥¸é À¯ÃâÀ» ¸ðÀÇÇÑÈÄ ¸ðÀÇµÈ ÁöÇ¥¸éÀÇ À¯Ãâ·®À» 1Â÷¿øÀÇ À¯ÇÑÂ÷ºÐ ¸ðµ¨ÀÇ ÀÔ·ÂÀÚ·á·ÎÇÏ¿© ÇÏõ¸ÁÀÇ À¯ÃâÀ» ¸ðÀÇÇÑ´Ù. ºÐÆ÷Çü ¸ðµ¨À» Àû¿ëÇÏ¿© À¯¿ªÀÇ ÇÏ·ùÁöÁ¡¿¡¼­ ¸ðÀÇµÈ À¯Ãâ·®°ú °üÃøµÈ À¯Ãâ·®Àº »ó´çÈ÷ ÀÏÄ¡Çϰí ÀÖ°í ¶ÇÇÑ ÇÏõ¸Á³» °¢°¢ÀÇ ÇÕ·ùÁ¡¿¡¼­µµ »ó.ÇÏ·ù°£¿¡ Áú·®ÀÇ °ü°è°¡ Àß º¸Á¸µÇ°í ÀÖ¾úÀ¸¸ç, Á¦¾ÈµÈ ºÐÆ÷Çü ¸ðµ¨À» ÀÌ¿äÇÏ¿© À¯¿ª³» À̵¿°­¿ì°¡ ¼º°øÀûÀ¸·Î ¸ðÀǵǾî´Ù.
In this paper, a moving storm in the real watershed was simulated using a distributed model. Macks Creek Experimental Watershed in Idaho, USA was selected as a target watershed and the moving storm of August 23, 1965, which continued from 3:30 P.M. to 5:30 P.M., was utilized. The rainfall intensity of the moving storm in the watershed was temporally varied and the storm was continuously moved from one place to the other place in a watershed. Furthermore, runoff parameters, which are soil types, vegetative cover percentages, overland plane slopes, channel bed slopes and so on, are spatially varied. The model developed in the previous paper was utilized as a distributed model for simulating the moving storm. In the model, runoff in a watershed was simulated as two parts which are overland flow and channel flow parts. The good agreement was obtained between a simulated hydrograph using a distributed model and an observed hydrograph. Also, the conservations of mass are well indicated between upstream and downstream at channel junctions.
 
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.26, no.1, 1993³â, pp.81-91
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199311920094353)
¾ð¾î : ¿µ¾î
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