¶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.26, no.1, 1993³â, pp.93-101
ȭõ´ïÀÇ È«¼ö·® ¹× ¼öÀ§¿¡ ¹ÌÄ¡´Â ÆòÈ­´ïÀÇ ¿µÇ⠺м®
( Influence of the Peace-Dam Construction on the Flood Discharge and the Flood Stage of the Hwachun-Dam )
Àüº´È£;½ÅÇö¼®;ÀÌÀçö;À±¿ë³²; À°±º»ç°üÇб³ Åä¸ñ°øÇаú;°í·Á´ëÇб³ Åä¸ñȯ°æ°øÇаú ´ëÇпø, ¼­¿ï½Ã¸³´ëÇб³ Åä¸ñ°øÇаú ´ëÇпø, °í·Á´ëÇб³ Åä¸ñȯ°æ°øÇаú;¼­¿ï½Ã¸³´ëÇб³ Åä¸ñ°øÇаú ´ëÇпø;°í·Á´ëÇб³ Åä¸ñȯ°æ°øÇаú;
 
ÃÊ ·Ï
ȭõ´ï »ó·ù¿¡´Â ÃÖ±Ù ±Ý°­»ê´ï°ú ÆòÈ­´ïÀÌ °Ç¼³µÇ¾úÀ¸¸ç ÀÌ·ÎÀÎÇØ È«¼öÀ¯Ãâ ¹× ¼öÀ§¿¡ Å« º¯È­¸¦ º¸¿©¿Ô´Ù. º» ¿¬±¸¿¡¼­´Â °¡¿ëÇÑ À¯¿ª ÀڷḦ »ç¿ëÇÏ¿© »ó·ùÁ¶°ÇÀÇ º¯È­¿¡ µû¸¥ ȭõ´ïÀ¸·ÎÀÇ À¯ÀÔ·® ¹× ¼öÀ§ º¯È­¸¦ ¸ðÀÇÇÏ¿´´Ù. ¸ðÀǸ¦ À§Çؼ­´Â ¼ö¹®ÇÐÀû ÃßÀû ¹æ¹ýÁß Àú·ùÇÔ¼ö¹ý°ú ¼ö¸®ÇÐÀû È«¼ö ÃßÀû ¹æ¹ýÁß ¹Ì±¹ NWSÀÇ DWOPER(Dynamic Wave Operational Model)Package¸¦ »ç¿ëÇÏ¿´´Ù. È«¼ö ÃßÀûÀº 1) ±Ý°­»ê´ï°ú ÆòÈ­´ï °Ç¼³Àü, 2) ±Ý°­»ê´ï À¯¿ªÁ¦¿Ü(ÆòÈ­´ï °Ç¼³Àü), 3) ±Ý°­»ê´ï À¯¿ªÁ¦¿Ü(ÆòÈ­´ï °Ç¼³ÈÄ), 4) ÆòÈ­´ïÀÇ ¼ö¹®Æó¼â½ÃµîÀÇ 4°¡Áö °æ¿ì¿¡ ´ëÇÏ¿© ¸ðÀÇÇÏ¿´´Ù. ±× °á°ú »ó·ù´ïÀÇ °Ç¼³·Î ÀÎÇØ ȭõ´ï À¯¿ªÀÇ À¯ÀÔ·®°ú ¼öÀ§°¡ °¨¼ÒµÇ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. À̰°Àº °á°ú´Â ȭõ´ïÀÇ ÃÖÀû¿î¿µÀ» À§ÇÏ¿© »õ·Î¿î ´ï Á¶ÀÛ±âÁØÀÇ ¼³Á¤ÀÌ ÇÊ¿äÇÔÀ» ÀǹÌÇÑ´Ù°í »ç·áµÈ´Ù.
Because of the Keumkangsan-Dam and the Peace-Dam constructed in recent years, it is expected that the peak flood discharge and the peak flood stage at the Hwachun-Dam site have been changed. In this study, two methods were used to simulate and compare the effects of the upstream dam construction on the change of the discharge and the stage. One is the storage function method widely used for the hydrological routing in this country. The other is the DWOPER (Dynamic Wave Operational Model) package developed by the U.S. NWS for the hydraulic routing. Flood routing simulations have been performed on four different scenarios:1) Before the construction of the Keumkangsan-Dam and the peace-Dam, 2) The exclusion of the Keumkangsan-Dam watershed (before the construction of the Peace-Dam), 3) The exclusion of the Keumkangsan-Dam watershed (after the construction of the Peace-Dam), 4) The exclusion of the Peace-Dam watershed. The results of the four test cases from the two methods show that the peak flood discharge and the peak flood stage at the Hwachun-Dam site are reduced due to the construction of the Peace-Dam. From these findings, it is suggested that the operational criteria for the optimal dam-operation of the hwachun-Dam need to be modified.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.26, no.1, 1993³â, pp.93-101
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199311920094365)
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¿