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Á¦¸ñ : ¼ÒÈ­½½·¯ÁöÀÇ ºñÀúÇ×°è¼ö(SRF)¿Í ¸ð¼¼°üÈíÀԽð£(CST)ÀÇ »óÈ£°ü°è½Ä À¯µµ ¹× ºñ±³ ÀúÀÚ : ±èÁöÇü, ³ª½Â¹Î, ¹ÚÁöÈ£, ±è¿µ¿í
¹ßÇàÇÐȸ : Çѱ¹»êÇбâ¼úÇÐȸ [The Korea Academia-industrial cooperation Society]
¹ßÇàÁ¤º¸ : Çѱ¹»êÇбâ¼úÇÐȸ³í¹®Áö Á¦ 8±Ç 4È£ pp.874-880(7 pages)
¹ßÇà³âµµ : 2007

ÀúÀ۽ñâ : 2007³â

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Abstract
1. ¼­·Ð
2. ½ÇÇèÀåÄ¡ ¹× Á¶°Ç
3. CST¿Í SRF À̷нÄ
4. CST¿Í SRF »óÈ£°ü°è½Ä
5. °á·Ð
6. Âü°í¹®Çå

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CST¿Í SRF´Â ½½·¯Áö Å»¼öÈ¿À² ÀÎÀÚ·Î °¡Àå ³Î¸® »ç
¿ëµÇ°í ÀÖ´Ù. ÀÌ·¯ÇÑ CST¿Í SRF´Â °¢°¢ÀÇ ºÐ¼®Æ¯Á¤ÀÇ Àå ¤ý ´ÜÁ¡À¸·Î ÀÎÇØ ½ÇÇè¹æ¹ý ¹× °á°ú Çؼ®½Ã£¬ ½½·¯Áö Å»¼öÀÇ ÃÖÀûÁ¶°ÇÀ» ã¾Æ ¿¹ÃøÇϴµ¥ ¾î·Á¿òÀÌ ÀÖ´Ù. µû¶ó¼­ º» ¿¬±¸´Â Å»¼ö¼º ÁöÇ¥·Î ÀÌ¿ëµÇ´Â CST¿Í SRFÀÇ ÀÌ·Ð½Ä °¡¿îµ¥ CST¿Í SRFÀÇ »óÈ£°ü°è½ÄÀ» À¯µµÇÏ¿© °¢°¢ÀÇ ½ÇÃø°ª°ú ¿¹Ãø°ªÀ» ºñ±³ÇÑ ÈÄ ºñ±³Àû ÃøÁ¤ÀÌ °£ÆíÇÑ CST½ÃÇ踸À¸·Îµµ Å»¼öÃÖÀûÁ¶°ÇÀ» µµÃâÇÒ ¼ö ÀÖ´Â À̷нÄÀ» °ËÅäÇÏ¿´´Ù.

Capillary Suction Time(CST) a
nd Specific Resistance to Filtration(SRF) were commonly used to evaluate the sludge dewatering behaviors. A coupled equation was developed through the mathematical theory which represented both CST and SRF as the physical filterability of the ultrasonically treated sludge. The model for coupling CST and SRF includes both equipment variables and variables related to sludge characteristics, and verified with the results from experiments. The results of the theoretical and experimental study showed that a good correlation relationship among dewaterability indices.   (ÀÌÇÏ »ý·«)

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