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Çѱ¹¼öÀÚ¿øÇÐȸ / v.28, no.6, 1995³â, pp.203-215
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À¯¼öÁö ¹è¼öÆßÇÁ ¿î¿µÁ¶ÀÛ ¸ðÇüÀÇ °³¹ß
( A Study on the Development of the Operation Models for Storm Water Pumps in Detention Pond ) |
| À±¼¼ÀÇ;ÀÌÁ¾ÅÂ; °æ±â´ëÇб³ Åä¸ñ°øÇаú;°æ±â´ëÇб³ Åä¸ñ°øÇаú;
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| º» ¿¬±¸´Â µµ½ÃÀ¯¿ª¿¡¼ ³»¼ö¿¡ ÀÇÇÑ Ä§¼ö¸¦ °æ°¨½Ã۱â À§ÇÏ¿© À¯¼öÁö ¹× ºø¹°ÆßÇÁÀåÀ» ¿î¿µÇÔ¿¡ ÀÖ¾î ¹è¼öÆßÇÁ¸¦ È¿À²ÀûÀ¸·Î Á¶ÀÛÇÒ ¼ö ÀÖ´Â ¸ðÇüÀ» °³¹ß, Á¦½ÃÇÏ¿´´Ù. À¯Ãâ·®À» »êÁ¤Çϱâ À§ÇÏ¿© ¼³°è°¿ìÀÇ ÀçÇö±â°£À» 10, 20, 30³âÀ¸·Î ¼±Á¤ÇÏ¿´À¸¸ç, À¯¼öÁö·Î À¯ÀԵǴ À¯Ãâ¼ö¹®°î¼±Àº SWMM¸ðÇüÀ» ÀÌ¿ëÇÏ¿© ±¸ÇÏ¿´°í, ÆßÇÁÀÇ µ¿ÀÛÈ®ÀÎÀ» À§ÇÏ¿© ÆäÆ®¸®³×Æ®µµ (Petri net diagrams)¸¦ »ç¿ëÇÏ¿´´Ù. ¶ÇÇÑ Á¾ÇÕÆò°¡ÁöÇ¥¸¦ ÀÌ¿ëÇÏ¿© ÆßÇÁÀÇ ¾ÈÁ¤¼º°ú È¿À²¼ºÀ» Æò°¡ÇÏ¿´À¸¸ç, ¼¿ï ½Ã³» 3°³ÀÇ À¯¼öÁö¿¡ ¸ðÇüÀ» Àû¿ëÇÏ¿© ¸ðÇüÀÇ Àû¿ë¼ºÀ» È®ÀÎÇÏ¿´´Ù. ¼³°è°¿ì¿Í ½ÇÀû°¿ì¿¡ ´ëÇÑ ¼öÄ¡½ÇÇè °á°ú º» ¿¬±¸¿¡¼ Á¦½ÃÇÑ ¸ðÇü Áß ¸ðÇü 3Àº ±âÁ¸ÀÇ ¹è¼öÆßÇÁ Á¶ÀÛ¸ðÇüº¸´Ù ³»¼ö¹æÀç Ãø¸é¿¡¼ ¿ì¼öÇÏ¿´À¸¸ç, ½Ç½Ã°£ ÆßÇÁ¿î¿µÁ¶ÀÛ¿¡µµ È¿°úÀûÀ¸·Î »ç¿ëµÉ ¼ö ÀÖ´Ù°í ÆÇ´ÜµÈ´Ù. |
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| Operation models for storm water pumps in detention pond were developed in order to reduce the damage by inundation in urbanized area. The return periods (10, 20, 30 years) of rainfall were selected to estimate inflow discharge to detention ponds. Inflow hydrographs of detention ponds were derived by using the SWMM, and Petri net diagrams were selected to analyze the pump actions. Safety and efficiency of pumps and detention ponds were estimated by penalty index. In order to verify the models, the models were applied to three selected detention ponds in Seoul area. In numerical experimental results, the developed model 3 is more effective in inland flooding prevention than the existing one, and may be used to design and evaluate detention ponds with real time data of rainfall. |
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.28, no.6, 1995³â, pp.203-215
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199511920096531)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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