¶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.18, no.3, 1985³â, pp.235-241
¿ì¸®³ª¶ó ¼­ÇؾÈÀÇ Á¶¼®»çÁÖ
( Tidal Sand Banks in the West Coast of Korea )
ÃÖº´È£; ¼º±Õ°ü´ëÇÐ °ø°ú´ëÇÐ Åä¸ñ°ú;
 
ÃÊ ·Ï
Çѱ¹¼­ÇØ¾È Á¶¼®°£Á¶µéÀÇ Åä»çÀ̵¿¹æÇâÀ» Kenyon µî(1981)ÀÌ Á¦½ÃÇÑ ¹æ¹ý¿¡ ÀÇÇØ ÃßÁ¤ÇÏ¿´´Ù. ÀÌ ÃßÁ¤°á°ú¿Í µ¿Áö³ªÇØ Á¶¼®¼öÄ¡ ¸ðµ¨¿¡ ÀÇÇÑ M2¿Í M4 ºÐÁ¶ÀÇ ÃÖ´ëÇØ¾È¸¶ÂûÀÀ·Âº¤ÅͰ¡ Á¦½ÃÇÑ ÀüȸÀÇ ÃßÁ¤(ÃÖ, 1983)°ú ºñ±³ÇÑ °á°ú´Â ÁÁÀº ÀÏÄ¡¸¦ º¸¿´´Ù. Áö¿ªÀû Åä»çÀ̵¿ÀÌ ±Ù·¡ ÁØ#µÈ ¼ö·Î¹æÇâÀ¸·Î ÃßÁ¤µÇ´Â Áß¾Ó#ÅðÀÇ Ã¶ÀúÇÑ Á¶»ç°¡ ÃßÈÄÀÇ ¿¬±¸·Î¼­ Á¦½ÃµÇ¾ú´Â ¹Ù º» ¿¬±¸´Â È²ÇØÀÇ ÅðÀûµ¿¿ªÇÐÀ» ±Ô¸íÇÏ·Á´Â ÀÏ·ÃÀÇ ¿¬±¸ÀÇ ÃʱâÀÛ¾÷À¸·Î ¼öÇàµÇ¾ú´Ù.
The predictions of the local and regional sand transport of the offshore tidal sand banks tn the west coast of Korea, east of the Yellow San have been performed on the basis of diagrammatical method suggested by Kenyon et al(1981). There is general agreements between these predictions and the earlier predictions(Choi, 1983) of net regional sand transport paths from the numerical simulation of maximum bottom stress vector during the semidiurnal period due to m2 and m4 tides. Further detailed investigations are proposed for the study of Choongang Chontoe where the predicted net sand transport direction is to the dredged navigation channel.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.18, no.3, 1985³â, pp.235-241
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198511920091341)
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¿