¶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.4, 1989³â, pp.423-433
¼³°èÈ«¼ö·® »êÁ¤À» À§ÇÑ ÇÕ¼º´ÜÀ§À¯·®µµÀÇ °³¹ß
( Development of Syntheic Unit Hydrograph for Estimation of Design Flood )
ÀÌÈ«·¡;ÀÌÁ¾±¹;¼­º´ÇÏ; ¿¬±¸¿ø, Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø, ¼öÀÚ¿ø¿¬±¸½Ç;À§ÃË¿¬±¸¿ø, Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø, ¼öÀÚ¿ø¿¬±¸½Ç, ¿¬±¸ À§¿ø, Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø, ¼öÀÚ¿ø¿¬±¸½Ç;;
 
ÃÊ ·Ï
º» ¿¬±¸¿¡¼­´Â ±¹³»¿¡ ¾î´À Á¤µµ ÃàÀûµÈ ´Ü½Ã°£ ¼ö¹®ÀڷḦ »ç¿ëÇÏ¿©, Á¤È®ÇÑ À¯¿ªÀÇ À¯ÃâÇö»óÀ» ÆÄ¾ÇÇÏ°í ±× ´ë»óÀ¯¿ªÀÇ ÁöÇüÀÎÀÚ¿Í À¯ÃâÆ¯¼ºÀ» ´ëÇ¥ÇÏ´Â ´ÜÀ§ À¯·®µµ Ư¼ºº¯¼ö¿ÍÀÇ °ü°è¸¦ ±Ô¸íÇÏ¿©, À¯Ãâ¼ö¹®ÀÚ·á°¡ ¾ø´Â ´ë»óÀ¯¿ª, Áï ¹Ì °èÃøÀ¯¿ª¿¡¼­ ¼ö°ø±¸Á¶¹°ÀÇ ¼³°è½Ã¿¡ ÀûÀýÇÑ ¼³°èÈ«¼ö·® »êÁ¤¹æ¹ýÀ» Á¦½ÃÇÏ¿© ÇÏõÀÇ È¿°úÀûÀÎ Ä¡¼ö»ç¾÷À» ¼öÇàÇÏ¿© È¿À²ÀûÀÎ ¼öÀÚ¿ø°ü¸®¸¦ µµ¸ðÇÒ ¼ö ÀÖµµ·Ï ÇÏ¿´´Ù.
In this study, more exact runoff phenomina of the watersheds were comprehended and the relationships between geographical factors of the selected watershed and the unit hydrograph characteristic variables representing runoff processes, were also established. Moreover, the estimation of the adequate design flood was presented, which is needed for the design of the hydrologic structures in the ungauged watersheds. And owing to these results, it is considered to be possible to execute the effective flood control projects of the river and the efficient water resources management.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.22, no.4, 1989³â, pp.423-433
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198911920092953)
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¿