¶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.31, no.1, 1998³â, pp.115-120
¼ö½ÉÀûºÐ 2Â÷¿ø À¯»çÀ̵¿¸ðÇü¿¡ °ü°èµÈ ÀÎÀÚµéÀÇ ¹Î°¨µµºÐ¼®¿¡ °üÇÑ ¿¬±¸
( Sensitivity Analysis of Parameters in a Depth Averaged Two-Dimensional Sediment Transport Model )
¼­»ó¿ø;À±º´¸¸; ¸íÁö´ëÇб³ Åä¸ñȯ°æ°øÇаú ¼ö°øÇÐÀü°ø;¸íÁö´ëÇб³ Åä¸ñȯ°æ°øÇаú;
 
ÃÊ ·Ï
º» ³í¹®¿¡¼­´Â ¼ö½ÉÀûºÐ 2Â÷¿ø ¸ðÇüÀ» Çϳª ¼Ò°³Çϰí, ÀÌ ¸ðÇüÀÌ °¡Áú ¼ö ÀÖ´Â ¿ÀÂ÷ÀÇ ÇѰ踦 ¹Î°¨µµºÐ¼®À» ÅëÇØ Á¦½ÃÇÏ¿´´Ù. ¹Î°¨µµ ºÐ¼® °á°ú, Manning Á¶µµ°è¼ö, È¥ÇÕ°è¼ö, ħ°­¼Óµµ, ÇѰèÀü´Ü·Â µîÀÌ ºÎÀ¯»ç³óµµ¿¡ ´ëÇØ ¸ðÇü¿¡ ¹ÌÄ¡´Â ¿µÇâÀº ¸Å¿ì Å©°Ô ³ªÅ¸³µÀ¸¸ç, Á¶À§¿Í È®»ê°è¼öÀÇ ¿µÇâÀº °ÅÀÇ ¾ø´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. Çٽɿë¾î: ¹Î°¨µµ ºÐ¼®, Manning Á¶µµ°è¼ö, È¥ÇÕ°è¼ö, ħ°­¼Óµµ, ÇѰèÀü´Ü·Â, Á¶À§, È®»ê°è¼ö
In this paper, a depth-averaged two-dimensional transport model is introduced, and its error bound is presented as the results of sensitivity analysis. The results show that the calculated SS concentration is highly dependant on Manning roughness coefficient, mixing coefficient. fall velocity. and critical shear stress. On the other hand, water level and dispersion coefficient are proved to be less significant in the variation of SS concentration. Keywords: sensitivity analysis, Manning roughness coefficient, mixing coefficient, fall velocity, critical shear stress, water level, dispersion coefficeint
 
Ű¿öµå
¹Î°¨µµºÐ¼®;Manning Á¶µµ°è¼ö;È¥ÇÕ°è¼ö;ħ°­¼Óµµ;ÇѰèÀü´Ü·Â;Á¶À§;È®»ê°è¼ö;sensitivity analysis;Manning roughness coefficient;mixing coefficient;fall velocity;critical shear stress;water level;dispersion coefficient;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.31, no.1, 1998³â, pp.115-120
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199811920100830)
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¿