¶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.22, no.1, 1989³â, pp.109-116
SSARR¸ðÇü¿¡ ÀÇÇÑ À¯¿ªÀ¯Ãâ ÇØ¼®
( Watershed Runoff Analysis by SSARR Model )
¾È»óÁø;ÀÌ¿ë¼ö; ÃæºÏ´ëÇб³ °ø°ú´ëÇÐ;ÃæºÏ´ëÇб³ ´ëÇпø ¼®»ç Á¹¾÷;
 
ÃÊ ·Ï
º» ¿¬±¸´Â SSARR ¸ðÇüÀÇ À̷аú ±¸Á¶¸¦ ¼³¸íÇÏ°í º¸Ã»Ãµ À¯¿ªÀÇ ÀڷḦ »ç¿ë, ¸ðÇüÀÇ ¸Å°³º¯¼ö¸¦ ÃßÁ¤ÇÏ¿© ¼ÒÀ¯¿ª¿¡ÀÇ Àû¿ë°¡´É¼ºÀ» ÆÄ¾ÇÇϰíÀÚ ÇÏ¿´´Ù. ¸ðÇü¿¡ »ç¿ëµÈ ÀÚ·á±â°£Àº 1982¡­1988³â±îÁöÀÌ¸ç »ç¿ëµÈ ÀÚ·á´Â ±Ý°­¼ö°èÀÇ ÇϳªÀÎ º¸Ã»Ãµ À¯¿ªÀÌ´Ù. ¸ðÇüÀÇ ¸Å°³º¯¼öÀÇ »êÁ¤°ú »ç¿ëµÈ ¸Å°³º¯¼öÀÇ Æ¯¼ºÀ» ÆÄ¾ÇÇϰíÀÚ ¹Î°¨µµ ºÐ¼®À» ½Ç½Ã ÇÏ¿´´Ù.
An attempt is made to describe the theory an computer algorithm of the SSARR model, and to try it's application to the small satershed, by using the estimation of the model parameters with the data of Bochong stream basin. The selected period of the hydrological data is from 1982 to 1988 for the modeling. The selected basin is the Bochong stream basin which is one of the tributaries of Geum river. The estimation of model parameters and sensitivity test are carried out for the analysis of the characteristics of model parameters.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.22, no.1, 1989³â, pp.109-116
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198911920092641)
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¿