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Çѱ¹¼öÀÚ¿øÇÐȸ / v.39, no.2, 2006³â, pp.99-108
³­·ù Áß ºÎÀ¯»çÀÇ ¼Óµµ Áöü ÃøÁ¤
( Measurement of Velocity-Lag of Suspended-Sediment Particles in Turbulent Open-Channel Flows )
·ù±Ç±Ô;¸¶¸®¾È ¸Ó½ºÅ×;·Î¹öÆ® ¿¡Å׸¶;À±º´¸¸; ¸íÁö´ëÇб³ Åä¸ñ°øÇаú;;;¸íÁö´ëÇб³ Åä¸ñ°øÇаú;
 
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ºÎÀ¯»çÀÇ °Åµ¿À» ³ªÅ¸³»´Â µ¥´Â À̼Û-È®»ê ¹æÁ¤½ÄÀ̳ª ÀÌ ¹æÁ¤½ÄÀ» °£·«È­ÇÑ ½ÄµéÀÌ ÀÌ¿ëµÈ´Ù ÀÌ ¹æÁ¤½ÄÀº ¿©·¯ °¡Áö °¡Á¤ÇÏ¿¡¼­ À¯µµµÇ¾úÀ¸³ª, ÀÌ·¯ÇÑ °¡Á¤¿¡ ´ëÇØ¼­´Â ½ÉµµÀÖ´Â °ËÅä°¡ µÇÁö ¸øÇÑ »óÅ¿¡ ÀÖ´Ù ±× ÀÌÀ¯´Â ³­·ùÀÇ ÃøÁ¤ ÀÚü°¡ ¸Å¿ì Èûµé¸ç, À¯»ç°¡ È¥ÇÕµÈ È帧ÀÇ °æ¿ì ¹°°ú À¯»çÀÇ ¼Óµµ¸¦ ±¸º°Çؼ­ ÃøÁ¤Çϱ⠸ſì Èûµé±â ¶§¹®ÀÌ´Ù. º» ¿¬±¸´Â ÀÔÀÚ ¿µ»ó À¯¼Ó°è(PIV, Particle Image Velocimeoy)ÀÇ ÀÏÁ¾ÀÎ ÀÔÀÚ ÃßÀû À¯¼Ó°è(PTV, Particle Tracking Velocimetry)¸¦ ÀÌ¿ëÇÏ¿© °³¼ö·Î ³­·ù¿¡¼­ ¹°°ú À¯»çÀÇ ¼Óµµ¸¦ ÃøÁ¤ÇÏ´Â ½ÇÇèÀû ¿¬±¸ÀÌ´Ù. ÃøÁ¤ °á°ú, Çϻ󿡼­ ¾î´À Á¤µµ ¶³¾îÁø ¿µ¿ª¿¡¼­´Â À¯»çÀÇ ¼Óµµ°¡ ¹°º¸´Ù ´À¸° °æÇâÀ» º¸¿´´Ù. ÀÌ ¼Óµµ ÁöüÀÇ ¾çÀº º» ¿¬±¸ÀÇ °æ¿ì Æò±Õ À¯¼Ó ÀÇ ¾à $5%$ Á¤µµ¿´À¸¸ç, ¼Óµµ Áöü°¡ ÃÖ´ë¿¡ À̸£´Â ÁöÁ¡Àº $g/happrox0.05;(g^{+}=30~50)$Á¤µµÀÎ °ÍÀ¸·Î ³ªÅ¸³µ´Ù. À¯»ç ÀÔÀÚ°¡ ¹°º¸´Ù ´À¸®°Ô À̵¿ÇÏ´Â °ÍÀº ÀüÀûÀ¸·Î À¯»çÀÇ ºñÁßÀÌ ¹°º¸´Ù Å©±â ¶§¹®À¸·Î º¸ÀδÙ. ¹Ý¸é, ÇÏ»ó¿¡ ±ÙÁ¢ÇÑ Á¡¼º ÀúÃþ¿¡¼­´Â ¿ÀÈ÷·Á À¯»ç ÀÔÀÚÀÇ ¼Óµµ°¡ ¹°º¸´Ù ºü¸£°Ô ³ªÅ¸³µÀ¸¸ç, À̰ÍÀº ¹°Àº °íü °æ°è¸é¿¡¼­ Á¡Âø Á¶°Ç¿¡ Á¾¼ÓµÇ´Â µ¥ ¹ÝÇÏ¿©, À¯»ç ÀÔÀÚ´Â Á¡¼ºÀÇ ¿µÇâÀ» ¹ÞÁö ¾Ê±â ¶§¹®À¸·Î º¸ÀδÙ.
To describe the behavior of suspended-sediment particles in turbulent open-channel flows, the advection-diffusion equation or its simplified form has been used. Though this equation was derived upon several assumptions, only a few studies tried to evaluate the limit of the assumptions. The reason is that it is very difficult to measure turbulence in open-channel flows and to discriminate the velocities of water and sediment particles. The present study aims to measure the velocity profiles of water and sediment particles in open-channel flows by using PTV (Particle Tracking Velocimetry), a kind of PIV (Particle Image Velocimetry). The measured results showed that sediment particles moved slower than water tracers did in the outer region. In the present study, the amount of velocity-lag reached about $5%$ of the mom flow velocity and the position of the maximum velocity-lag was $g/happrox0.05;(g^{+}=30~50)$ The main cause of the velocity-lag of sediment particles seems that the sediment particles have larger density than water has. On the other hand, in the viscous sublayer, sediment particle has a larger velocity than water tracers. The reason of the inversion of velocity-lag may be due to the no-sleep condition of water at the solid boundaries.
 
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ÀÔÀÚÃßÀûÀ¯¼Ó°è;À¯»ç È帧;¼Óµµ Áöü;À¯¼Ó ºÐÆ÷;³­·ù;PTV (particle Tracking Velocimetry);sediment-laden flow;velocity-lag;velocity profile;turbulent flow;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.39, no.2, 2006³â, pp.99-108
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200614222989884)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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