¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹¼öÀÚ¿øÇÐȸ / v.41, no.8, 2008³â, pp.761-772
Riemann ÇØ¹ýÀ» ÀÌ¿ëÇÑ 1Â÷¿ø °³¼ö·Î ¼ö¸®Çؼ®¥°: ¸ðÇü °³¹ß
( One-dimensional Hydraulic Modeling of Open Channel Flow Using the Riemann Approximate Solver I : Model Development )
±èÁö¼º;ÇѰǿ¬; Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ÇÏÃµÇØ¾È¿¬±¸½Ç;°æºÏ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
º» ¿¬±¸ÀÇ ¸ñÀûÀº ¼ö°øÇÐ ºÐ¾ß¿¡¼­ ¼öÄ¡ÇØ¼®ÀÌ ³­ÇØÇÑ ¹®Á¦¸¦ ÇØ°áÇϱâ À§ÇÑ ¸ðÇüÀ» °³¹ßÇϰí, ÇØ¼®Çذ¡ Á¸ÀçÇÏ´Â ´Ù¾çÇÑ ¼öÄ¡½ÇÇè, Áï ÇÏ»ó°ú ÇÏÆøÀÌ ÇÔ²² º¯ÇÏ´Â Á¡º¯ºÎÁ¤·ù Á¶°Ç¿¡¼­ÀÇ °ËÁõ, ÇÏ»ó°æ»ç°¡ º¯È­ÇÏ´Â ¼¼°¡Áö Á¤»ó»óÅ Á¶°ÇÀÇ ¹®Á¦, ±×¸®°í ÇØ¼®Çذ¡ ÀÖ´Â ¸¶ÂûÇÏ»ó¿¡ Àû¿ëÇÔÀ¸·Î½á °³¹ßµÈ ¸ðÇüÀÇ Àû¿ë¼ºÀ» °ËÁõÇϱâ À§ÇÑ °ÍÀÌ´Ù. ¸ðÇüÀÇ Áö¹è¹æÁ¤½ÄÀº º¸Á¸ ¹ýÄ¢À» ¸¸Á·ÇÏ´Â Saint-Venant ÀûºÐÇü ¹æÁ¤½ÄÀ̸ç, Riemann ÇØ¹ý¿¡ ÀÇÇÑ À¯ÇÑüÀû¹ýÀÌ »ç¿ëµÇ¾ú´Ù. Áú·® ¹× ¿îµ¿·®ÀÇ È帧À² °è»ê¿¡ HLL Riemann ±Ù»çÇØ¹ýÀÌ »ç¿ëµÇ¾ú°í, ½Ã°£-°ø°£¿¡¼­ 2Â÷Á¤È®µµ¸¦ À§ÇÏ¿© MUSCL-Hancock ±â¹ýÀÌ »ç¿ëµÇ¾ú´Ù. º» ¿¬±¸¿¡¼­´Â ºñ¼±ÇüÀÇ È帧À²°ú »ý¼ºÇ×°úÀÇ ±ÕÇüÀ» À§ÇÏ¿©, Á߷°ú È帧¹æÇâ ÇÏÆøÀÇ º¯È­·Î ÀÎÇÑ Á¤¼ö¾Ð·Â¿¡ ÀÇÇÑ »ý¼ºÇ×À» Â÷ºÐÇÏ´Â »õ·Ó°í °£ÆíÇÑ ±â¹ýÀ» ¼Ò°³ÇÏ¿´´Ù. ¼öÄ¡½ÇÇè ¸ðÀǰá°ú´Â °³¹ßµÈ ¸ðÇüÀÌ »ý¼ºÇ×À» Æ÷ÇÔÇÑ ´Ù¾çÇÑ È帧Á¶°Ç¿¡¼­ Á¤È®Çϰí, °ß°íÇϸç, ¸Å¿ì ¾ÈÁ¤ÀûÀÓÀ» º¸¿©ÁÖ°í, ¶ÇÇÑ ¼ö°øÇÐ ºÐ¾ß¿¡¼­ ÀÏÂ÷¿ø Àû¿ë¿¡ ÀûÇÕÇÑ ¸ðÇüÀÓÀ» º¸¿©ÁØ´Ù.
The object of this study is to develop the model that solves the numerically difficult problems in hydraulic engineering and to demonstrate the applicability of this model by means of various test examples, such as, verification in the gradually varied unsteady condition, three steady flow problems with the change of bottom slope with exact solution, and frictional bed with analytical solution. The governing equation of this model is the integral form of the Saint-Venant equation satisfying the conservation laws, and finite volume method with the Riemann solver is used. The evaluation of the mass and momentum flux with the HLL Riemann approximate solver is executed. MUSCL-Hancock scheme is used to achieve the second order accuracy in space and time. This study introduce the new and simple technique to discretize the source terms of gravity and hydrostatic pressure force due to longitudinal width variation for the balance of quantity between nonlinear flux and source terms. The results show that the developed model's implementation is accurate, robust and highly stable in various flow conditions with source terms, and this model is reliable for one-dimensional applications in hydraulic engineering.
 
Ű¿öµå
St. Venant ¹æÁ¤½Ä;À¯ÇÑüÀû±â¹ý;±Ù»ç Riemann ÇØ¹ý;»ý¼ºÇ×;º¸Á¸Æ¯¼º;St. Venant Equation;finite volume scheme;Approximate Riemann Solver;source terms;conservation property;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.41, no.8, 2008³â, pp.761-772
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200825457811873)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿