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Çѱ¹¼öÀÚ¿øÇÐȸ / v.28, no.1, 1995³â, pp.153-168
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µ¿Àû°èȹ¹ýÀ» ÀÌ¿ëÇÑ À¯¼öü°èÀÇ ÃÖÀû¼³°è
( Optimal Design of Datention System using Incremental Dynamic Programming ) |
| À̱漺;À̹üÈñ; ¼¿ï´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;¼¿ï´ëÇб³ ´ëÇпø Åä¸ñ°øÇаú, Àü»ç°úÁ¤;
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| º» ¿¬±¸ÀÇ ¸ñÀûÀº ´ÙÁöÁ¡ À¯¼öü°èÀÇ ÃÖ¼Òºñ¿ë ¼³°è¸¦ À§ÇÑ È¿À²Àû ¸ðÇüÀ» °³¹ßÇÏ·Á´Â °ÍÀ̸ç,·Î¼ Á¦¾ÈµÈ IDP ¸ðÇüÀº ¼ö¹®-¼ö¸®ÇÐÀû ¸ðÇü(°¿ì-À¯Ãâ¸ðÇü°ú À¯¿ª ¹× Çϵµ °ø¼öÃßÀû¸ðÇü)°ú ÃÖÀûȸðÇü µî 2°³ÀÇ ºÎ¸ðÇüÀ» Æ÷ÇÔÇϰí ÀÖ´Ù. ¸ñÀûÇÔ¼ö´Â ´ëÁö±¸ÀÔºñ¿ë°ú À¯¼öÁö ¼³Ä¡ºñ¿ë ¹× ÆßÇÎ ½Ã½ºÅÛÀÇ ¼³Ä¡ºñ¿ëÀÇ ÇÕÀ¸·Î ±¸¼ºµÇ¸ç, ¸ðÇüÀÇ ÀÔ·ÂÀÚ·á·Î´Â °¢ ÇϵµÀÚ·á¿Í ¼ö¹® ¸Å°³º¯¼ö ¹× ¼³°è°¿ì¿Í ºñ¿ëÇÔ¼öµîÀÌ Á¦½ÃµÇ¾î¾ß ÇÑ´Ù. º» ¸ðÇüÀº ´ÙÁöÇü ÇϵµÀÇ À¯¼öü°è¸¦ Æ÷ÇÔÇϰí ÀÖ´Â ¼¿ïÀÇ Áß¶ûõ À¯¿ª¿¡ Àû¿ëµÇ¾úÀ¸¸ç, ¸ðÇüÀÇ Àû¿ë°á°ú ¿©·¯ Á¶°ÇÀÇ º¯È¿¡ ´ëÇØ¼µµ ÇÕ¸®ÀûÀÎ À¯¼öü°èÀÇ ¼³°è°¡ °¡´ÉÇϸç, ´ÙÁöÁ¡ À¯¼öü°èÀÇ ¼³°è¿¡ ´ëÇÑ Àû¿ëÀÌ °¡´ÉÇÔÀ» º¸¿©ÁÖ°í ÀÖ´Ù. |
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| The purpose of this study is to develop an efficient model for the least cost design of multisite detention systems. The IDP (Incremental Dynamic Programming) model for optimal design is composed of two sub-models: hydrologic - hydraulic model and optimization model. The objective function of IDP is the sum of costs; acquisition cost of the land, construction cost of detention basin and pumping system. Model inputs include channel characteristics, hydrologic paramenters, design storm, and cost function. The model is applied to the Jung- Rang Cheon basin in Seoul, a watershed with detention basins in multiple branching channels. The application results show that the detention system can be designed reasonably for various conditions and the model can be applied to multi-site detention system design. |
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.28, no.1, 1995³â, pp.153-168
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199511920095394)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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