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Çѱ¹¼öÀÚ¿øÇÐȸ / v.30, no.2, 1997³â, pp.107-118
Àú¼öÁö ½Ã½ºÅÛ°ú ¿¬°èµÈ ÆßÇÎ ½Ã½ºÅÛÀÇ ÃÖÀû ¿î¿µ
( Optimal Operation of Pumping System Connected with Reservoir Systems )
À̱¤¸¸;À̿켮;À¯¾ç¼ö; Çѱ¹¼öÀÚ¿ø°ø»ç Á¶»ç°èȹó;Çѱ¹¼öÀÚ¿ø°ø»ç Á¶»ç°èȹó, Çѱ¹¼öÀÚ¿ø°ø»ç Á¶»ç°èȹó;;
 
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Çѱ¹¼öÀÚ¿ø°ø»ç°¡ ¼öÇàÇÑ Áß±¹ »ê¼­¼º Å¿ø½Ã ¿ë¼ö°ø±Þ¿øÀÎ ºÐÇϰ­ »ó·ù Àú¼öÁö ½Ã½ºÅÛÀº ¸Å¿ì º¹ÀâÇÏ´Ù. À̰÷ Àú¼öÁö ½Ã½ºÅÛÀº ¿©·¯°³ÀÇ Àú¼öÁö°¡ Á÷·Ä·Î ¿¬°áµÉ °èȹÀ̸ç, ¿î¿µ¿¡¼­µµ ¿©·¯ °¡Áö ¸ñÀûÀ̳ª Æò°¡Ç׸ñÀ» °í·ÁÇÏ´Â ´Ù¸ñÀû, ´Ù±âÁØ ½Ã½ºÅÛÀÌ µÉ °ÍÀÌ´Ù. ÀÌ ½Ã½ºÅÛ¿¡¼­ ÁÖ¿ä Àú¼öÁö ¿î¿µ¸ñÀûÀº ¿ë¼öºÎÁ·°ú Àú¼öÁö Åð»ç·® ÃÖ¼ÒÈ­À̳ª ȲÇϵµ¼ö»ç¾÷À̶ó´Â ´ë±Ô¸ð ÆßÇÎ ½Ã½ºÅÛ°ú ¿¬°è ¿î¿µÀÌ ÇÊ¿äÇÏ´Ù. ȲÇϵµ¼ö°èȹ¿¡¼­ÀÇ ¿ë¼ö°³¹ßºñ´Â Àú¼öÁö¸¦ ÅëÇÑ °³¹ßºñ º¸´Ù ºñ½Ñ ÆíÀ̸ç, 2020³â°æÀÇ ÇÊ¿ä µµ¼ö·®Àº ÀÚü À¯¿ªÀ¸·ÎºÎÅÍ ÁöÇ¥¼ö °ø±Þ·®ÀÇ µÎ¹è¿¡ À̸¦ °ÍÀ¸·Î Àü¸ÁµÈ´Ù. º» ¿¬±¸¿¡¼­´Â ºÐÇÏ »ó·ù Àú¼öÁö ½Ã½ºÅÛ°ú ȲÇϵµ¼ö ½Ã½ºÅÛÀÇ ¿¬°è ¿î¿µ¹®Á¦¸¦ ÇØ°áÇϱâ À§ÇÏ¿© ÆßÇÎ-Àú¼öÁö ½Ã½ºÅÛ ÃÖÀûÈ­ ¸ðÇüÀ» °³¹ßÇÏ¿´´Ù. ¿¬±¸³»¿ëÀº ȲÇϵµ¼ö°èȹ°ú Àú¼öÁö ½Ã½ºÅÛÀÇ ¿¬°è °¡´É¼ºÀ» ÀÔÁõÇϰí ȲÇϵµ¼ö°èȹÀ» ÇϳªÀÇ Àú¼öÁöÈ­ÇÏ¿© ½ÇÁ¦ Àú¼öÁö ½Ã½ºÅÛ°ú ¿¬°èÇÏ´Â ¹æ¹ýÀ» Á¦½ÃÇϰí ÀÖ´Ù. ¶ÇÇÑ °³¹ßµÈ ¸ðÇüÀ» ÀÌ¿ëÇÏ¿© ¿©·¯ °¡Áö ±âÁ¸ÀÇ Àú¼öÁö ¿î¿µ¸ñÀûÀ» ¸¸Á·½ÃŰ¸é¼­ ȲÇϵµ¼ö·® ÃÖ¼ÒÈ­¿¡ ´ëÇÑ ½ÇÁ¦ Àû¿ë ¿¹¸¦ Á¦½ÃÇϰí ÀÖ´Ù.
The Upper Fenhe Reservoir System studied by KOWACO to supply water to Taiyuan City, capital of Shanxi Province in China, is a very complicated one. Many reservoirs will be connected serially and it will be operated as a multi-purpose and multi-criteria system because several objectives and appraisal functions are taken into account regarding system operation. For reservoirs in the system, the critical system operation objectives are to minimize water shortage and reservoir sediment. Furthermore the reservoir system will be jointed with a large-scale pumping system, namely Yellow River Diversion Project. The water development cost in the Yellow River Diversion Project is much higher than that of reservoir system, and around the year 2020 the diversion volume will be twice of the surface water available in the Upper Fenhe Basin. In this study, an optimization technique for connecting the system of reservoirs and pumping station was developed to solve a conjunctive low River Diversion Project. The developed scheme includes a suggestion on the combining methodology of real reservoir system and pumping system using imaginary reservoir concept for the Yellow River Diversion Project, and practical examples to the minimization problem of the Yellow River diversion satisfying other reservoir operation objectives.
 
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.30, no.2, 1997³â, pp.107-118
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199711920100083)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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