¶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.23, no.3, 1990³â, pp.341-350
È«¼ö½Ã Àú¼öÁö¿î¿µÀ» À§ÇÑ ½Ã¿ì·® ¸ðÇü - Hyetograph model for Reservoir operation during Flash flood
( )
ÀÌÀçÇü;¼±¿ìÁßÈ£;Á¤µ¿±¹; ÀüºÏ´ëÇб³ Åä¸ñ°øÇаú;¼­¿ï´ëÇб³ Åä¸ñ°øÇаú, Çѳ²´ëÇб³ Åä¸ñ°øÇаú;;
 
ÃÊ ·Ï
Á¤È®ÇÑ À¯Ãâ¼ö¹®°î¼±ÀÇ ¿¹º¸´Â °­¿ì°­µµÀÇ ¿¹Ãø´É·Â¿¡ Á¿ìµÈ´Ù. 1½Ã°£ Á¤µµÀÇ ´Ü±â °­¿ì¿¹ÃøÀ» À§ÇÑ Ãß°èÇÐÀûÀÎ °­¿ì¸ðÇüÀ» °³¹ßÇÏ¿© Á¦½ÃÇÏ´Â °ÍÀÌ ¿¬±¸°úÁ¦ÀÌ´Ù. °³¹ßÇϰíÀÚ ÇÏ´Â ¸ðÇüÀº ´ÙÁöÁ¡¿¡¼­ µ¿½Ã¿¡ °­¿ì°­µµ¸¦ ¿¹»ó ¶Ç´Â ¿¹ÃøÇÒ ¼ö ÀÖ´Â ´É·ÂÀÌ ÀÖ´Ù. ¸ðÇü¿¡ ÇÊ¿äÇÑ ¸Å°³º¯¼ö´Â TMÀڷḦ ºñ·ÔÇÏ¿© °ú°Å¿¡ ÃàÀûµÈ ÀÚ·áµé·Î ºÎÅÍ Æò°¡µÈ °ªÀ» ÀÌ¿ëÇÑ´Ù. ¸ðÇüÀº °­¿ìÁøÇà¼Óµµ, ȯ»ó½ºÆÑÆ®·³, ¹«Â÷¿ø ½Ã°£ºÐÆ÷ µîÀÌ ¼±Ç࿬±¸ °á°ú¸¦ Åä´ë·Î ÇÑ´Ù. ¼±ÅÃÇÑ ¹«Â÷¿ø ½Ã°£ºÐÆ÷°¡ ¿¹Ãø¿¡ ¹ÌÄ¡´Â ¿µÇâ°ú ¿¹Ãø¸ðÇüÀÌ À¯Ãâ¼ö¹®°î¼±¿¡ ¹ÌÄ¡´Â ¿µÇâÀ» ºÐ¼®ÇÑ´Ù.
Precise run-off forecasting depends on the ability to predict quantitative rainfall intensity. This study suggests a stochastic model for 1 hour order rainfall prediction. The model simultaneously predicts rainfall intensity at all telemetered rain-gauge locations. All model parameters, velocity and direction of storm movement, radial spectrum, dimensionless time distribution of rainfall, are estimated from telemetered and historical data for the basin being predicted. Also the estimated parameters are based on the previous study. The results are the influence of dimensionless time distributions on the prediction and the model on run-off.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.23, no.3, 1990³â, pp.341-350
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199011920093259)
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¿