¶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.13, no.1, 1980³â, pp.39-48
¿ì¸®³ª¶ó Áö¿ªÃÖ´ë ÀϿ췮ÀÇ ºóµµºÐ¼®¿¡ °üÇÑ ¿¬±¸
( The regional frequency analysis of the annual max. daily rainfall in Korea. )
°íÀç¿õ; °Ç±¹´ë°ø´ë ºÎ±³¼ö ±â¼ú»ç;
 
ÃÊ ·Ï
¿ì¸®³ª¶ó 5´ë ÇÏõÀ¯¿ª Áï ÇѰ­, ³«µ¿°­, ±Ý°­, ¿µ»ê°­ ¹× ¼¶Áø°­¿¡ ´ëÇÑ Áö¿ªÃÖ´ëÀÏ °­¿ì·®ÀÇ ½ÇÃø±â·ÏÀ» ½á¼­ Áö¿ª°­¿ìºóµµ ºÐ¼®À» ½Ç½ÃÇѹ٠ºÐ¼®¹æ¹ýÀ¸·Î´Â ´Ù¼¸°¡Áö ¹æ¹ýÀ» Ȱ¿ëÇÏ¿© ºñ±³ °ËÅäÇÏ¿´´Ù. Áö¿ª°­¿ì¿¡ ´ëÇÑ ºóµµºÐ¼®Àº ¸¹ÀÌ ÀÌ·ç¾îÁ³À¸³ª Áö¿ª°­¿ì¿¡ ´ëÇÑ ¿¬±¸´Â ã¾Æ º¼ ¼ö ¾ø¾ú±â ¶§¹®¿¡ ÀÌ ¼º°ú¸¦ ¾´´Ù¸é È«¼öÇØ¼®¿¡ µµ¿òÀ» ÁÙ ¼ö ÀÖ°Ú´Ù ÇϰڴÙ. º» ¿¬±¸¿¡¼­ Á¦½ÃÇÑ °­¿ì·®ÀÇ ºóµµº° »êÁ¤½ÄÀ» ¾´´Ù¸é ¼ö¹®°üÃø ±â·ÏÀÌ ³ª¿Í ÀÖÁö ¾ÊÀº ±âŸ Áö¿ª¿¡µµ Áö¿ªÈ®·ü °­¿ì·®À» »êÁ¤ ÇÒ ¼ö ÀÖ´Ù.
The purpose of this study was to set up the accurate way of estimating the frequency of the max. daily rainfall of the Korean rivers. The area selected for study were Han.Naktong, Geum, Yeongsan, and Seomjin River. The following five methods of the rainfallfrequency analysis were applied to twenty four subgrouped regions in the basins; 2 parameter lognormal, 3 parameter lognormal, Type I extremal(Gumbel method), Pearson Type III, and log-Pearson Type III. The regression equations were established between the depth of max. daily rainfall given 6 reccirrence interval(100, 50, 20, 10, 5, 2) and the basin area.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.13, no.1, 1980³â, pp.39-48
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198011920089652)
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¿