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Çѱ¹¼öÀÚ¿øÇÐȸ / v.38, no.12, 2005³â, pp.1029-1037
À§Çèµµ¸¦ °í·ÁÇÑ ÃÖ¼Òºñ¿ë µµ½Ã¿ì¼ö°ü¸Á ¼³°èÀÇ ÃÖÀûÈ­ ¸ðÇü°³¹ß (II): À§Çèµµ¸¦ °í·ÁÇÑ ÃÖÀûÈ­ ¸ðÇü
( Development of Optimal Design Simulation Model for Least Cost Urban Sewer System Considering Risk (II) )
¹Ú»ó¿ì;À弮ȯ; ¼­³²´ëÇб³ Åä¸ñ°øÇаú;´ëÁø´ëÇб³ Åä¸ñ°øÇаú;
 
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º» ¿¬±¸´Â µµ½Ã ¿ì¼ö°ü¸Á ¼³°è ½Ã ÁÖ¾îÁø ¼³°èÀ¯·®À» È¿À²ÀûÀÌ°í °æÁ¦ÀûÀÎ ´Ü¸é ±¸¼º°ú °ü¸Á¿¡ µû¸¥ ¿ì¼ö¹èÁ¦ ´É·ÂÀ» ±Ø´ëÈ­½Ã۱â À§ÇØ ÃÖÀûÈ­ ±â¹ýÀÎ µ¿Àû°èȹ¹ý(Dynamic Programming : DP)ÀÇ Æ¯¼öÇÑ ¹æ¹ýÀÎ ÀÌ»ê¹ÌºÐÇü µ¿Àû°èȹ¹ý(Discrete Differential Dynamic programming DDDP)¸¦ ÀÌ¿ëÇØ ÃÖÀûÈ­µÈ ¼³°èÁ¶°ÇÀ» ±¸ÇÒ ¼ö ÀÖµµ·Ï ÇÏ¿´´Ù. ÀÌ»ê¹ÌºÐÇü µ¿Àû°èȹ¹ýÀÇ ±â¹ýÀº ¼³°èÀ¯·®°ú ¸ÇȦÀÇ À§Ä¡°¡ °áÁ¤µÇ¸é ±×¿¡ µû¸¥ ÃÖÀû ¿ì¼ö½Ã½ºÅÛÀÌ µÉ ¼ö ÀÖ´Â °üÀÇ ¿ë·®, °æ»ç, ¼öÀ§, ¼ö½É, À§Çèµµ, ȸ¼öºñ¿ë µîÀ» °áÁ¤ÇÒ ¼ö ÀÖ´Â ¹æ¹ýÀ¸·Î ÀÌ´Â °ø»çºñ¿ë¿¡ µû¸¦ ÃÖ¼Òºñ¿ëÀ» ¸ñÀûÇÔ¼ö·Î À§Çèµµ ºÐ¼®À» ÅëÇÏ¿© ÃÖÀûÈ­µÈ Á¶°ÇÀ» ã´Â ¹æ¹ýÀ¸·Î ¸ðÇü°³¹ßÀ» ÇÏ¿´´Ù. °³¹ßµÈ ¸ðÇüÀ» ½ÇÁ¦ ´ÜÁö°èȹÀÇ ÇÕ¸®½ÄÀ¸·Î ¼³°èµÈ ¿ì¼ö°ü¸Á °èȹ°ú ºñ±³ °ËÁõÇÏ¿© º¸´Ù °æÁ¦ÀûÀ̰í È¿À²ÀûÀÎ ¿ì¼ö°ü¸Á ½Ã½ºÅÛÀ» ±¸ÃàÇÏ´Â ¸ðÇüÀ» Á¦½ÃÇÏ¿´´Ù.
Urban Storm Sewer Optimal Design Model(USSOD) was developed to compute pipe capacity, pipe slope, crown elevation, excavation depth, risk and return cost in the condition of design discharge. Rational formula is adopted for design discharge and Manning's formula is used for pipe capacity. Discrete differential dynamic programming(DDDP) technique which is a kind of dynamic programming (DP) is used for optimization and first order second moment approximation method and uncertainty analysis is also for developing model. USSOD is applied to hypothetical drainage basin to test and verify. After testing the model, it is also applied to Ulsan drainage basin which was developed by Korea Land Cooperation(KOLAND). Comparing the design results of USSOD with those of KOLAND, discharge capacity 0.35 $m^3/sec$, the crown elevation is 0.77m higher and return cost is $9%$ less than design results of KOLAND, which verify the improvement of USSOD. Layout design model using GIS and optimization including detention or retention effect are needed in the future study.
 
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ÀÌ»ê¹ÌºÐÇü µ¿Àû°èȹ¹ý;ÃÖÀû ¿ì¼ö½Ã½ºÅÛ;ȸ¼öºñ¿ë;urban sewer system;optimization;DDDP;return cost;USSOD;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.38, no.12, 2005³â, pp.1029-1037
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200508824142529)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

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