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Çѱ¹¼öÀÚ¿øÇÐȸ / v.44, no.12, 2011³â, pp.1001-1013
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´Ù¼ö¿ø »ó¼öµµ½Ã½ºÅÛ ¿¬°è¿î¿µÀ» À§ÇÑ ÃÖÀû ³×Æ®¿öÅ© ¸ðÇü ±¸Ãà
( Development of Optimal Network Model for Conjunctive Operation of Water Supply System with Multiple Sources ) |
À¯Å»ó;Çϼº·æ;Á¤Å¼º; Çѱ¹¼öÀÚ¿ø°ø»ç ÀÓÁø° °Ç¼³´Ü °Ç¼³°ü¸®ÆÀ;ÃæºÏ´ëÇб³ °ø°ú´ëÇÐ µµ½Ã°øÇаú;±¹¸³¹æÀ翬±¸¿ø, ´ë¿ÜÇù·ÂÆÀ;
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ÀÌ¿ôÇÑ »ó¼öµµ½Ã½ºÅÛÀÇ °ø±Þ °¡´ÉÁö¿ªÀÌ ÁßøµÉ °æ¿ì, ÀÌµé ½Ã½ºÅÛÀ» ¿¬°èÇÔÀ¸·Î½á °æÁ¦¼º°ú ¼öÁú Á¶°ÇÀ» ¸¸Á·½ÃŰ´Â Á¶°Çº° ¿ë¼ö°ø±Þü°è¸¦ ±¸ÃàÇÏ´Â °ÍÀÌ ÇÊ¿äÇÏ´Ù. ¿ë¼ö¼ö¿ä Á¶°Çº° °æÁ¦Àû ±Þ¼ö±¸¿ª°ú ÃÖÀû ÆßÇÁ¿î¿µÀ²À» »êÁ¤Çϱâ À§ÇÏ¿© °ü¸Á¼ö¸®Çؼ® ¸ðÇü(EPAnet)°ú ³×Æ®¿öÅ© ÃÖÀûȸðÇü(KModSim)À» ¿¬°è ÇÏ´Â ÃÖÀû ³×Æ®¿öÅ©¸ðÇüÀ» °³¹ßÇÏ¿´´Ù. °³¹ßµÈ ÃÖÀû ³×Æ®¿öÅ© ¸ðÇüÀ» »çµî°¡¾ÐÀå, ±¸Ãµ´ï ±×¸®°í ¿¬ÃÊ´ïÀÇ 3°³ »ó¼ö¿øÀÌ Á¸ÀçÇÏ´Â °ÅÁ¦Áö¿ª »ó¼öµµ½Ã½ºÅÛ¿¡ Àû¿ëÇϰí 2007³â ¿î¿µ °á°ú¿Í ºñ±³ÇÏ´Â ¹æ¹ýÀ¸·Î ¸ðÇüÀ» °ËÁ¤ÇÏ¿´´Ù. ÃÖÀû ³×Æ®¿öÅ© ¸ðÇüÀÇ Àû¿ë¼ºÀ» °ËÅäÇϱâ À§ÇÏ¿©, 2011³â ¿ë¼öÀڷḦ ÀÌ¿ëÇÏ¿©°æÁ¦Àû±Þ¼ö±¸¿ªº¯°æ¿¡µû¸¥ÆßÇÁ¿î¿µ¹× ¼öÁúÀÇ ÀûÁ¤¼ºÀ»Æò°¡ ÇÏ¿´´Ù. Æò°¡°á°úº» ¸ðÇüÀº ¼ö·®, °æÁ¦¼º ±×¸®°í ¼öÁúÀ» ¸ðµÎ ¸¸Á·ÇÏ´Â ÃÖÀûÇØ¸¦ ±¸ÇÏ´Â °ÍÀ¸·Î ³ªÅ¸³ª ¼Û¹è¼ö°èÅë°£ÀÇ ÃÖÀû ¼³°è ȤÀº ÃÖÀû¿¬°è¿î¿µÀ²À» ±¸Çϱâ À§ÇÑ ¸ðÇüÀ¸·Î Ȱ¿ëÀÌ °¡´ÉÇÏ´Ù. |
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Development of an optimal water supply system considering water quantity, quality, and economical efficiency is needed to decide optimal available area by combine water supply systems in overlapped area where are more than 2 water sources. The EPAnet and the KModSim were coupled to develop optimal network model. The developed network model was calibrated by measured data from water supply system in Geoje City, Korea in 2007 which have three water sources such as Sadeong booster pumping station, Guchun dam reservoir and Yoncho dam reservoir. The optimum network model was validated by operating results of 2011 to assess the economically optimized service area and optimal pump combination under the given hydraulic operating rules developed in this study. The developed model can be applied into designing water supply systems and operating rules for the conjunctive operation since the model can give the optimal solution satisfied with water quantity, economical efficiency and quality. |
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Ű¿öµå |
¿¬°è¿î¿µ;´Ù¼ö¿ø;»ó¼öµµ½Ã½ºÅÛ;ÃÖÀû ³×Æ®¿öÅ© ¸ðÇü;conjunctive operation;multiple sources;water supply system;optimal network model; |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.44, no.12, 2011³â, pp.1001-1013
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201105462034400)
¾ð¾î : Çѱ¹¾î |
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³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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