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Çѱ¹¼öÀÚ¿øÇÐȸ / v.28, no.3, 1995³â, pp.187-187
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á¹åÕ˰ ÒýÙÍîÜ´ïÀÇ â©ÙþùÊîÜ äÌïÒàõ Ëþ÷Ð
( Hydrological Stability Analysis of the Existing Soyanggang Multi-Purpose Dam ) |
| °í¼®±¸;½Å¿ë³ë; Çѱ¹¼öÀÚ¿ø°ø»ç;Çѱ¹¼öÀÚ¿ø°ø»ç ¼öÀÚ¿ø¿¬±¸¼Ò;
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| º» ¿¬±¸ÀÇ ¸ñÀûÀº 20³â Àü¿¡ °Ç¼³ ¿Ï·áµÈ ¿ì¸®³ª¶ó ÃÖ´ë ´Ù¸ñÀû´ïÀÎ ¼Ò¾ç° ´Ù¸ñÀû´ïÀÇ Ä¡¼ö´É·ÂÀ» Àç°ËÅäÇÏ¿© ±× ´ë¾ÈÀ» Á¦½ÃÇϴµ¥ ÀÖ´Ù. ÃÖ¾ÇÀÇ ±â»óÁ¶°ÇÀ» °í·ÁÇÏ¿© ¼ö¹® ±â»óÇÐÀû ¹æ¹ýÀ¸·Î »êÁ¤ÇÑ ¼Ò¾ç° ´Ù¸ñÀû´ïÀ¯¿ªÀÇ 72½Ã°£ Áö¼Ó °¡´É ÃÖ´ë °¼ö·®(PMP, probable maximum precipitation)Àº 760.0mm À̸ç Àç»êÁ¤µÈ °¡´É ÃÖ´ë È«¼ö·®(PMF, probable maximum flood)Àº 18,100§©/sÀÌ´Ù. ÀÌ´Â ´ï °èȹ ´ç½Ã 1,000³â ºóµµ È«¼ö·®ÀÇ ÃÖ´ëÄ¡ 13,500§©/s º¸´Ù 1.34¹è Å©°Ô ³ªÅ¸³µ´Ù. °¡´É ÃÖ´ë È«¼ö·®À» ¼³°è È«¼ö·®À¸·Î äÅÃÇÒ °æ¿ìÀÇ 4°³ ´ë¾È 1) Çϼö Á¦ÇѼöÀ§¸¦ ³·Ãß´Â ¾È, 2) ºñ»ó ¿©¼ö·Î¸¦ Ãß°¡ÇÏ´Â ¾È, 3)±âÁ¸ ´ïÀ» Áõ°í½ÃŰ´Â ¾È, 4) »ó·ù¿¡ È«¼öÁ¶Àý¿ë´ïÀ» °Ç¼³ÇÏ´Â ¾È µîÀ» °ËÅäÇÑ °á°ú °æÁ¦¼º°ú Ä¡¼ö °ü¸® ´É·Â È¿À²¸é¿¡¼ ¼Ò¾ç° ´Ù¸ñÀû´ïÀÇ ¼ö¹®ÇÐÀû ¾ÈÁ¤¼ºÀ» µµ¸ðÇÒ ¼ö ÀÖ´Â ÃÖÀûÀÇ °³¼± ¹æ¾ÈÀº ºñ»ó ¿©¼ö·Î¸¦ Ãß°¡ÇÏ´Â ¾ÈÀ¸·Î ÆÇ´ÜµÈ´Ù. µû¶ó¼ Çö ¿©¼ö·Î¿¡ ºÎ°¡ÇÏ¿© ºñ»ó ¿©¼ö·Î¸¦ Ãß°¡ÇÏ´Â ¹æ¾ÈÀÌ º¸´Ù ´õ ±¸Ã¼ÀûÀ¸·Î °ËÅäµÇ¾î¾ß ÇÒ °ÍÀÌ´Ù. |
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| This study aims at suggesting an alternative to improve current capacity of flood control for the existing Soyanggang multi-purpose dam which was constructed 20 years ago as a largest dam in Korea. The newly estimated value of the probable maximum precipitation(PMP) is 760.0 mm which is based on the hydrometeorological method. The peak inflow of 1000 years return period at the time of construction was 13,500§©/s. However, the newly estimated peak inflow of the PMF is 18,100§©/s which is 1.34 times bigger than the original one. In order to adopt the newly estimated PMF as a design flood, following four alternatives were compared (1) allocation of more flood control space by lowering the normal high water level, (2) construction of a new spillway in addition to the existing one, (3) raising the existing dam crest, (4) construction of a new dam which has relevant flood control storage at the upstream of the Soyanggang multipurpose dam. The preliminary evaluation of these alternatives resulted in that the second alternative is most economical and feasible. So as to stably cope with the newly estimated PMF by meeting all the current functions of the multi-purpose dam, a detailed study of an additional spillway tunnel has to be followed. |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.28, no.3, 1995³â, pp.187-187
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199510102463340)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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