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Çѱ¹¼öÀÚ¿øÇÐȸ / v.36, no.4, 2003³â, pp.547-559
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ºÒ¸í¼ö¸¦ °í·ÁÇÑ Çϼö°ü°Å Á¤ºñ °èȹ ¼ö¸³À» À§ÇÑ ¼öÇÐ ¸ðÇü
( A Mathematical Model for Sewer Rehabilitation Planning by Considering Inflow/infiltration ) |
| ÀÌ¿ë´ë;±è½Â±Ç;±èÀçÈñ;±èÁßÈÆ; °í·Á´ëÇб³ »ê¾÷½Ã½ºÅÛÁ¤º¸°øÇаú;°í·Á´ëÇб³ »ê¾÷½Ã½ºÅÛÁ¤º¸°øÇаú;°í·Á´ëÇб³ »ê¾÷½Ã½ºÅÛÁ¤º¸°øÇаú;°í·Á´ëÇб³ Åä¸ñȯ°æ°øÇаú;
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| º» ¿¬±¸¿¡¼´Â ü°èÀûÀ̰í È¿À²ÀûÀÎ Çϼö°ü°Å Á¤ºñ °èȹ ¼ö¸³À» À§ÇÏ¿© Çϼö°ü°ÅÀÇ °æÁ¦Àû °¡Ä¡¿Í ºÒ¸í¼ö ¹ß»ý·® ¹× ¿¹»ê Á¦¾à µîÀ» °í·ÁÇÑ ÃÖÀûÈ ¸ðÇüÀ» °³¹ß ÇÏ¿´´Ù. Çϼö°ü°ÅÀÇ ÃÖÀû Á¤ºñ °èȹ ¸ðÇüÀº ºñ¿ë ¹× ȯ°æ¿À¿°À» ÀÏÀ¸Å°´Â ºÒ¸í¼ö ¹ß»ý »çÀÌÀÇ »ó°ü°ü°è¸¦ ÀûÀýÈ÷ ÆÇ´ÜÇÏ¿© ÃÖÀûÀÇ °æÁ¦Àû »ç¿ë¿¬¼ö¸¦ °áÁ¤ÇÏ¿©¾ß Çϸç, ¿¹»ê Á¦¾à ¹× °¢ Çϼö°ü°Å¿Í ¹è¼ö±¸¿ªÀÇ ºñ¿ë ´ëºñ È¿°ú µîÀ» °í·ÁÇÏ¿© ÃÖÀûÀÇ Á¤ºñ ½ÃÁ¡ ¹× ¹æ¹ýÀ» °áÁ¤ÇÏ¿©¾ß ÇÑ´Ù. À̸¦ À§ÇÏ¿© º» ¿¬±¸¿¡¼´Â °ü°ÅÀÇ ÀÜÁ¸ ¼ö¸íÀ» »óÅ ³ëµå·Î Ç¥ÇöÇϰí, Á¤ºñ¿¡ µû¸¥ ÀÜÁ¸ ¼ö¸íÀÇ º¯È¸¦ ¾ÆÅ©·Î Ç¥ÇöÇÑ ÃÖ¼Òºñ¿ë ³×Æ®¿öÅ© È帧 ÃÖÀûÈ(Network Flow Optimization)¸ðÇüÀ» ±¸¼ºÇÏ¿´À¸¸ç, À̸¦ ±âÃÊ·Î ¿¹»ê Á¦¾à ¹× Çϼö°ü°Å ½Ã½ºÅÛÀÇ Á¤ºñ Ư¼ºÀ» °í·ÁÇÑ Á¦¾à½ÄÀ» Ãß°¡ÇÑ ´ÙÁß ¸ñÀû È¥ÇÕ Á¤¼ö°èȹ¹ý(Multiple Objective Mixed Integer Programming, MOMIP)À» ¼ö¸³ÇÏ¿´´Ù. À̶§ ¸ðÇüÀÇ ¸ñÀû½ÄÀº ºñ¿ë ÃÖ¼ÒÈ ¸ñÀû°ú ÇÔ²² ºÒ¸í¼ö ¹ß»ý·® ÃÖ¼ÒÈ ¸ñÀûÀ» Ãß°¡ÇÏ¿©, ÀÇ»ç°áÁ¤ÀÚ¿¡°Ô ºñ¿ë°ú ºÒ¸í¼ö ¹ß»ý·® »çÀÌÀÇ ¿µÇâ °ü°è¸¦ º¸¿©ÁÜÀ¸·Î½á ÀûÀýÇÑ Çϼö°ü°Å Á¤ºñ °èȹÀ» ¼±ÅÃÇÒ ¼ö ÀÖµµ·Ï ÇÏ¿´´Ù. |
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| In this study, a mathematical model is developed for sewer rehabilitation planning by considering cost and inflow/infiltration. A sewer rehabilitation planning model is required to decide the economic life of the sewer by considering trade-off between cost and inflow/infiltration. And it is required to find the optimal rehabilitation timing, according to the cost effectiveness of each sewer rehabilitation within the budget. To solve the problem, we formulated a multiple objective mixed integer programming(MOMIP) model based on network flow optimization. The network is composed of state nodes and arcs. The state nodes represent the remaining life and the arcs represent the change of the state. The model considers multiple objectives which are cost minimization and minimization of inflow/infiltration. Using the multiple objective optimization, the trade-off between the cost and inflow/infiltration is presented to the planner so that a proper sewer rehabilitation plan can be selected. |
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| Ű¿öµå |
| Çϼö°ü°Å Á¤ºñ;ºÒ¸í¼ö;ÃÖÀûÈ ¸ðÇü;È¥ÇÕÁ¤¼ö°èȹ ¸ðÇü;´ÙÁß ¸ñÀû °èȹ¹ý;Sewer Rehabilitation;Inflow/Infiltration;Optimization;MIP;Multiple Objective; |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.36, no.4, 2003³â, pp.547-559
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200311921879069)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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