¶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.41, no.10, 2008³â, pp.1009-1021
´ïÀÌ ÇÏ·ùÇÏõ¿¡ ¹ÌÄ¡´Â ¿µÇâ±Ç »êÁ¤¿¡ °üÇÑ ¿¬±¸
( A Study on the Impact Range Calculation at the Downstream of Dam )
¹ÚºÀÁø;±èÇö½Ä;Á¤°ü¼ö;ÁöÈ«±â; Çѱ¹¼öÀÚ¿ø°ø»ç ´ï.À¯¿ª°ü¸®Ã³ ÇÏõÀ¯¿ªÆÀ;Çѱ¹¼öÀÚ¿ø°ø»ç ±¼Æ÷õ°Ç¼³´Ü;Ãæ³²´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;¿µ³²´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
º» ¿¬±¸¿¡¼­´Â ´ïÀÌ ÇÏ·ùÇÏõ¿¡ ¹ÌÄ¡´Â ¿µÇâ±ÇÀ» »êÁ¤Çϱâ À§ÇÏ¿© ¼ö¸® ¼ö¹®Àû, ÁöÇüÀû, ȯ°æ »ýÅÂÀû, »çȸÀû ¿µÇâÀÇ 4°³ ÁöÇ¥¿Í 38°³ Ç׸ñÀ» ¼±Á¤Çϰí, °èÃþºÐ¼®¹ýÀ» Àû¿ëÇÏ¿© ´ïÀÇ ¿µÇâ±Ç »êÁ¤ ÁöÇ¥¿Í Ç׸ñÀÇ Á߿䵵¸¦ Æò°¡ÇÏ¿´´Ù. ´ï ¿µÇâ±Ç »êÁ¤ ÁöÇ¥ÀÇ Æò°¡°á°ú´Â ¼ö¸® ¼ö¹®Àû ¿µÇâ±ÇÀÌ 1¼øÀ§, ȯ°æ »ýÅÂÀû ¿µÇâ±ÇÀÌ 2¼øÀ§, ÁöÇüÀû ¿µÇâ±Ç ¹× »çȸÀû ¿µÇâ±ÇÀÌ °¢°¢ 3¼øÀ§¿Í 4¼øÀ§ À̾úÀ¸¸ç, Ç׸ñÀÇ Æò°¡°á°ú´Â ´ï¼³°è¹æ·ù·®ÀÌ 1¼øÀ§, ÇÏõÀÇ ±âº» ¹× °èȹȫ¼ö·®ÀÌ 2¼øÀ§, °èȹȫ¼ö·®ºñ°¡ 3¼øÀ§, À¯¿ª¸éÀûºñ°¡ 4¼øÀ§, ÇÏ·ù´ï ¹è¼öÀ§°¡ 5¼øÀ§·Î Æò°¡µÇ¾ú´Ù. ´ëû´ïÀÇ ¿µÇâ±ÇÀ» »êÁ¤ÇÑ °á°ú, ´ï¼³°è¹æ·ù·® ÁöÇ¥´Â 47.21 km, ÇÏõ°èȹȫ¼ö·® ÁöÇ¥´Â 45.71 km, À¯¿ª¸éÀûºñ ÁöÇ¥´Â 13.94 km·Î »êÁ¤µÇ¾ú´Ù.
In this study, 4 indices of hydraulic & hydrological, geomorphological, eco & environmental, social effect and 38 items are selected to calculate impact range of downstream of dam. The Analytic Hierarchy Process(AHP) was applied to determine the priority of impact range calculation indices and items. As results of indices valuation, hydraulic & hydrological effect is the first priority, the second is eco & environmental, next are geomorphological and social effect. As results of items valuation, the design flood of dam is the first priority, the second is the natural flood & design flood of channel, next are the design flood rate of channel, drainage area and back water level caused by downstream of dam. In the case of Daechung dam, impact ranges were estimated 47.21 km in terms of the design flood of dam, 45.71 km of the design flood rate of channel, 13.94 km of the drainage area.
 
Ű¿öµå
´ï ¿µÇâ±Ç;´ï ¿µÇâ¿äÀÎ;°èÃþºÐ¼®±â¹ý;Impact Range of the Dam;Impact Indice of the Dam;Analytic Hierachy Process;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.41, no.10, 2008³â, pp.1009-1021
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200832450195776)
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¿