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Çѱ¹¼öÀÚ¿øÇÐȸ / v.34, no.3, 2001³â, pp.231-240
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( The Improvement of Flocculation Basin in Water Treatment Process ) |
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| º» ¿¬±¸¿¡¼´Â Æ÷Ç׽à ¾ç´öÁ¤¼öÀå¿¡ tracer test¸¦ ÀÌ¿ëÇÑ pilot plant¸¦ ¼³Ä¡ÇÏ¿© ±âÁ¸ Ç÷ÏÇü¼ºÁö¿¡ ´ëÇÑ ¹®Á¦Á¡À» µµÃâÇÏ¿´´Ù. ¶ÇÇÑ Ç÷ÏÇü¼ºÁö °¢´Ü À¯ÃâºÎÀÇ ´Ü¸éÀ» ¿©·¯ °¡Áö ÇüÅ·Πº¯°æ½ÃŰ¸é¼ ¼ö¸®ÇÐÀû Æò°¡¸¦ ½Ç½ÃÇÏ¿´°í, ±× °á°ú Ç÷ÏÇü¼ºÁöÀÇ °¢´Ü À¯ÃâºÎ¿¡ ´ëÇÑ ÃÖÀû °³·®´Ü¸éÀ» Á¦½ÃÇÏ¿´°í, plant¿¡ Àû¿ëÇÏ¿© ÇöÀç ¿îÀüÁß¿¡ ÀÖ´Ù. ¶ÇÇÑ ÀÔÀÚÀÇ Å©±âº° °³¼ö¸¦ ÃøÁ¤ÇÒ ¼ö ÀÖ´Â particle counter¸¦ ÀÌ¿ëÇÏ¿© Ç÷ÏÇü¼ºÁö °³·®ÈÄÀÇ È¿À²À» Æò°¡ÇÏ¿© ´ÙÀ½°ú °°Àº °á·ÐÀ» ¾ò¾ú´Ù. ü·ù½Ã°£¿¡ °ü°è¾øÀÌ ÀüüÀûÀ¸·Î ºñ½ÁÇÑ È帧°ú index ¼öÄ¡¸¦ ³ªÅ¸³»¹Ç·Î ü·ù½Ã°£À» °¡´ÉÇÑ Âª°Ô Àâ´Â °ÍÀÌ ¹Ù¶÷Á÷ÇÏ´Ù°í ÆÇ´ÜµÈ´Ù. ¶ÇÇÑ ¾ç´öÁ¤¼öÀåÀÇ Ç÷ÏÇü¼ºÁö °³¼±°ø»çÈÄ ±âÁ¸ÀÇ Ç÷ÏÀÌ ±ú¾îÁö´Â ¹®Á¦°¡ °³¼±µÇ¾î »ó´çÈ÷ ¾çÈ£ÇÏ°Ô ¿îÀüµÇ°íÀÖÀ¸¸ç, tracer test¸¦ ÀÌ¿ëÇÑ ¼ö¸®ÇÐÀû Ư¼º ½ÇÇè¹æ¹ýÀº Ç÷ÏÁöÇü¼ºÁö »Ó¸¸ ¾Æ´Ï¶ó ±âÁ¸ Á¤¼öÀåÀÇ ´ÜÀ§°øÁ¤¿¡ ´ëÇÑ ¼º´ÉÆò°¡³ª ½Ã¼³°³¼±¿¡ »ç¿ëÇÒ ¼ö ÀÖÀ¸¸ç, ½Å¼³Á¤¼öÁ¤ÀÇ ¼³°èÀÎÀÚ¸¦ ±¸Çϴµ¥ À¯¿ëÇÏ°Ô ÀÌ¿ëÇÒ ¼ö ÀÖ´Ù. |
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| The problem of the flocculation basin was induced by installing the pilot plant using tracer test at Yang-Duck water treatment plant in Pohang cite. The flocculation basin model downscaled as 1/20 was made of acryl and evaluated hydraulically by transforming the section of the effluent in the flocculation basin. The optimum section of the effluent was suggested and applied to the plant. The efficiency of the flocculation basin according to improvement was evaluated by the particle counter which can count the number of particles each size fraction. The results of this study are as follows : First, it was desirable to make the retention time as short as possible because the flow and the index value were similar regardless of the retention time. Second, after the modification in Yang-Duck water treatment plant, the problem of destruction of floe was improved and the plant was operated satisfactorily. The hydraulic experiment with tracer test can be applied to the performance evaluation as well as improvement of facility in unit process of existing water treatment plant. Additionally, it can be used to find a design factor in the new water treatment plant. |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.34, no.3, 2001³â, pp.231-240
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200111920731392)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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