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Çѱ¹¼öÀÚ¿øÇÐȸ / v.28, no.3, 1995³â, pp.113-122
ÀÚ¿¬¼ö·ÎÀÇ ¼ö¸®ÇÐÀû È«¼öÃßÀû
( Hydraulic Flood Routing for Natural Channels )
¹Ú±âÈ£;Á¶Çö°æ; ±¸ÁÖ´ëÇÐ °Ç¼³µµ½Ã°øÇаú ¹æ¹®¿¬±¸¿ø;¿µ³²´ëÇб³ ´ëÇпøÀü»ç°úÁ¤, ¿µ³²´ëÇб³ Åä¸ñ°øÇаú ±³¼ö, ¿µ³²´ëÇб³ Åä¸ñ°øÇаú;
 
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ÀÚ¿¬¼ö·Î¿¡ À־ È£¼öÆÄÀÇ ÃßÀûÀ» À§ÇÑ ºñ¼±Çü Wave Routing ¸ðµ¨ÀÌ Á¦¾ÈµÇ¾ú´Ù. Á¦¾ÈµÈ ¸ðµ¨Àº º¹ÀâÇÑ ÀÚ¿¬ÇϵµÀÇ ³×Æ®¿öÅ©¿¡¼­ ÇÏ·ù´Ü¿¡ Àü´ÞµÇ´Â È«¼öÆÄÀÇ ÇüÅ ¶Ç´Â Àü´Þ½Ã°£¿¡ ´ëÇÑ Á¤È®ÇÑ ÇØ¼® »Ó¸¸ ¾Æ´Ï¶ó ÇÕ·ùÁ¡ÀÇ »ó·ù´Ü°ú ÇÏ·ù´ÜÀÇ ¹è¼ö¸¦ ¸ðµÎ °í·ÁÇÒ ¼ö ÀÖµµ·Ï °í¾ÈµÇ¾ú´Ù. º» ¸ðµ¨¿¡ »ç¿ëµÇ´Â ¸Å°³º¯¼öÀÇ ÃßÁ¤À» À§ÇÏ¿© ¸ñÀûÇÔ¼ö°¡ Á¦½ÃµÇ¾ú°í ÀÌ¿¡ µû¶ó Àû¿ëµÈ À¯¿ª¿¡ °¡Àå ÀûÇÕÇÑ ¸Å°³º¯¼ö¸¦ ÃßÁ¤ÇÒ ¼ö ÀÖ¾ú´Ù. ¹è¼±Çü À¯ÇÑÂ÷ºÐ¹æÁ¤½ÄÀÇ ±Ù»çÇØ¸¦ ±¸Çϱâ À§ÇÏ¿© Lax-Wendroff ¹æ¹ý°ú Burstein-Lapidus ¹æ¹ýÀ» º¯ÇüÇÏ¿© »ç¿ëÇÏ¿´´Ù. Á¦¾ÈµÈ ¸ðµ¨°ú ±âÁ¸ÀÇ Dymamic Wave Routing ¸ðµ¨À» ºñ±³ Àû¿ëÇÑ °á°ú, µÎ ¸ðµ¨ ´Ù °°ÀÌ È«¼öÆÄÀÇ Àü´Þ½Ã°£, ÃÖ°íÄ¡ µîÀÌ Àß ÀÏÄ¡Çϰí ÀÖÀ¸³ª °è»ê½Ã°£Àº Á¦¾ÈµÈ ¸ðµ¨ÀÌ Âª°Ô ³ªÅ¸³µ´Ù.
A nonlinear wave routing model is suggested for the routing of floods in the natural open channel networks. For the optimization of parameter of the proposed routing model, parameter adjustment is executed through the proposed objective function. The model treats backwater effect form upstream and downstream ends. Solution of formulated model is made possible on computer by adopting a nonlinear finite-difference scheme for the numerical analysis based on a combination of Lax-Wendroff scheme and Burstein-Lapidus modification. Comparison of the results of the proposed model to those of actual hydrograph and dynamic wave routing model denotes that the proposed model is as accurate as actual runoff hydrograph and faster the computer time than the dynamic wave routing model.
 
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.28, no.3, 1995³â, pp.113-122
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199511920095737)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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