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Çѱ¹¼öÀÚ¿øÇÐȸ / v.19, no.2, 1986³â, pp.149-156
Ãß°èÇÐÀû Àú¼ö¿ë·® °áÁ¤¿¡ °üÇÑ ¿¬±¸
( A Study on the Determination for Stochastic Reservoir Capacity )
ÃÖÇѱÔ;ÃÖ¿ë¹Ú;±èġȫ; °­¿ø´ëÇб³ °ø°ú´ëÇÐ;°í·Á´ëÇб³ °ø°ú´ëÇÐ, ¼º±Õ°ü´ëÇб³ °ø°ú´ëÇÐ;;
 
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Àú¼ö¿ë·®À» °áÁ¤Çϱâ À§ÇÑ RipplÀÇ ´©°¡°î¼±¹ýÀº °ú°ÅÀÇ À¯·®ÀÚ·á°¡ ¹Ì·¡¿¡ µ¿ÀÏÇÑ ±â·ÏÀ¸·Î ¹Ýº¹µÇ¸®¶ó´Â °¡Á¤ÇÏ¿¡ ¿À·§µ¿¾È »ç¿ëµÇ¾î ¿Ô´Ù. º» ¿¬±¸ÀÇ ¸ñÀûÀº Ãß°èÇÐÀû À̷п¡ ÀÇÇÑ Àú¼ö¿ë·®À» °áÁ¤ÇÏ´Â ´õ ÁÁÀº ¹æ¹ýÀ» ã¾Æ³»´Âµ¥ ÀÖ´Ù. ±×·¯¹Ç·Î º» ³í¹®¿¡¼­´Â 3°³ÀÇ ´Ù¸ñÀû ´ï°ú 3°³ÀÇ ´ÜÀϸñÀû´ï¿¡ ´ëÇÑ ÇÏõÀÇ ¿ù À¯·®À» Tomas-Fiering ¹ýÀ¸·Î ¸ðÀǹ߻ýÇÏ¿´À¸¸ç ¸ðÀǹ߻ýµÈ ¿ù À¯·®Àº Range °³³äÀ¸·Î ÇØ¼®ÇÏ¿´´Ù. ¶ÇÇÑ ¹°ÀÇ ÀÌ¿ëÀ» ÃÖ´ëÈ­ÇÏ´Â Àú¼öÁöÀÇ ÃÖÀû¿î¿µ ¹ýÄ¢À» ÀÌ¿ëÇÔÀ¸·Î¼­ Àú¼öÁö·Î ºÎÅÍÀÇ À¯Ãâ·®À» °áÁ¤ÇÏ°í ¿ù À¯·®ÀÇ Range¿Í Æò±Õ À¯ÀÔ·®À» ÀûÀýÇÏ°Ô °í·ÁÇÔÀ¸·Î¼­ ÇÊ¿äÇÑ Àú¼ö¿ë·®Àº Ãß°èÇÐÀûÀ¸·Î °áÁ¤ÇÏ¿´´Ù. ±×·¯¹Ç·Î º» ¿¬±¸¿¡¼­ ¾ò¾îÁø °á°ú´Â ±âº»¼³°è ´Ü°è¿¡¼­ Á¦ÇÑµÈ ÀÚ·á, Áï Àú¼öÁöÀÇ ¿î¿µ±â°£°ú ¿ù Æò±ÕÀ¯·®À» °¡Áö°í ÇÊ¿äÇÑ Àú¼öÁöÀÇ ¿ë·®À» ±Ù»çÀûÀ¸·Î ±¸ÇÒ ¼ö ÀÖ´Ù.
The generated sequences of monthly flows were analyzed based on the range concept. With the optimum operation rule of the reservoirs as the one which maximizes the wateruse downstream the waterrelease from the reservoir was determined and with ulcorner consideration to the mean inflows and the range of monthly flows the required reservoirs capacity was stochastically determind. It is suggested that the result obtained in this study would be applied to approximately estimate, in the stage of preliminary design, the required capacity of a reservoir in question with the limited information such as the mean monthly inflow and the period of reservoir operation. For the determination of a reservoir capacity Rippl's mass-curve method has been long used with the past river flow data assuming the same flow records will be repeated in the future. This study aims to find out a better method for determining the reservoir capacity by employing the analytical theory based on the stochastic process. For the present study the synthetic generation methods of Thomas-Fiering type was used to synthetically generate 50 years of monthly river inflows to three single-purpose reservoirs and three multi-purpose reservoirs.
 
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.19, no.2, 1986³â, pp.149-156
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198611920091586)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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