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Çѱ¹¼öÀÚ¿øÇÐȸ / v.30, no.2, 1997³â, pp.131-131
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´ëû´ï ¹æ·ù¿¡ µû¸¥ ±Ý° ÇÏ·ùºÎÀÇ È«¼öÃßÀû
( A Flood Routing for the Downstream of the Kum River Basin due to the Teachong Dam Discharge ) |
| ¹ÚºÀÁø;°±Ç¼ö;Á¤°ü¼ö; Çѱ¹¼öÀÚ¿ø°ø»ç Ư¼öÁö¿ª»ç¾÷º»ºÎ;Çѱ¹¼öÀÚ¿ø°ø»ç Ư¼öÁö¿ª»ç¾÷º»ºÎ;;
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| ÃÊ ·Ï |
| º» ¿¬±¸¿¡¼´Â Àú·ùÇÔ¼ö¹ý°ú Loopnet(ºÎÁ¤·ùÇØ¼®¸ðÇü) ¸ðÇüÀ¸·Î È«¼ö¿¹Ãø ½Ã½ºÅÛÀ» ±¸¼ºÇÏ¿© ´ëû´ïÀÇ ¹æ·ç¿¡ µû¸¥ ÇÏ·ùÁö¿ªÀÇ È«¼ö¿µÇâÀ» ¿¡ÃøÇÏ¿© º¸¾Ò´Ù. ´ëû´ï ÇÏ·ùºÎ¿¡ Áö¿ªºóµµ ºÐ¼®¹æ¹ý(L-¸ð¸àÆ®)À¸·Î °¿ì·®À» »êÁ¤Çϰí, È«¼ö¿¹Ãø½Ã½ºÅÛÀ¸·Î ±Ý° ÇÏ·ùºÎÀÇ È«¼öÃßÀûÀ» ½Ç½ÃÇÏ¿© ºóµµº° È«¼ö·®À» »êÁ¤ÇÏ¿´´Ù. ¶ÇÇÑ ´ëû´ïÀÇ ¹æ·ù¿¡ µû¸¥ ±Ý° ÇÏ·ç ÁÖ¿äÁöÁ¡ÀÇ È«¼ö·®, È«¼öÀ§ ¹× ¹æ·ù·® µµ´Þ½Ã°£À» »êÁ¤ÇÏ¿© È«¼ö¹ß»ý½Ã ´ëû´ï ¿î¿µÀÇ ÁöÇ¥Æ÷ Ȱµ¿ÇÒ ¼ö ÀÖµµ·Ï ÇÏ¿´´Ù. |
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| In this study, the Storage Function Method and Loopnet Model (Unsteady flow analysis model) were used to construct the flood prediction system which can predict the effects of the water release in the downstream region of Teachong Dam. The regional frequency analysis (L-moment) was applied to compute frequency-based precipitation, and the flood prediction system was also used for flood routing of the down stream region of Teachong Dam in the Kum River Basin to calculate frequency based flood. The magnitude of flood, water level, discharge, and travel time to the major points of the downstream region of Teachong Dam, which can be used as an imdex of flood control management of Teachong Dam, were calculated. |
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| Ű¿öµå |
| flood routing;storage function method;regional frequency analysis;L-moment; |
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.30, no.2, 1997³â, pp.131-131
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199710102463344)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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