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Çѱ¹¼öÀÚ¿øÇÐȸ / v.34, no.6, 2001³â, pp.725-733
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À¯Ãâ·® º¯µ¿¿¡ µû¸¥ ¸ðÇü¹è¼öÁö³» ÀÜ·ù¿°¼Ò³óµµÀÇ º¯È
( The Variation of the Residual Chlorine Concentration in a Distribution Reservoir ) |
| ÀÌ»óÁØ;ÇöÀÎȯ; ´Ü±¹´ëÇб³ Åä¸ñȯ°æ°øÇаú;´Ü±¹´ëÇб³ Åä¸ñȯ°æ°øÇаú;
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| º» ¿¬±¸¿¡¼´Â ¸ðÇü¹è¼öÁö¸¦ ÀÌ¿ëÇÏ¿© À¯Ãâ·®ÀÇ º¯µ¿¿©ºÎ¿Í µµ·ùº®ÀÇ ¼³Ä¡¿©ºÎ¿¡ µû¸¥ À¯Ãâ¼öÀÇ ÀÜ·ù¿°¼Ò³óµµÀÇ º¯È¸¦ ÃßÀûÇÏ¿´´Ù. ¸ðÇü¹è¼öÁöÀÇ ½ÇÇè°á°ú¸¦ °íÂûÇØ º¸¸é, À¯Ãâ·®À» º¯µ¿½ÃŲ °æ¿ì¿¡ ÀÖ¾î¼ µµ·ùº®ÀÌ ¾øÀ» ¶§¿Í µµ·ùº®ÀÌ 2°³ ÀÖÀ» ¶§, À¯Ãâ¼öÀÇ Æò±Õ ÀÜ·ù¿°¼Ò³óµµÀÇ Â÷À̰¡ À¯Ãâ·®À» ÀÏÁ¤ÇÏ°Ô À¯ÁöÇÑ °æ¿ì¿¡ ºñÇÏ¿© ÁÙ¾î µé¾ú´Ù. ÀÌ´Â À¯Ãâ·® º¯µ¿ÀÇ ¿µÇâ¿¡ ÀÇÇÑ °ÍÀ¸·Î À¯Ãâ·®ÀÇ º¯µ¿ÀÌ ½ÉÇÑ ¹è¼öÁö¿¡ À־ À¯Ãâ·®ÀÇ º¯µ¿ÀÌ ½ÉÇÏÁö ¾ÊÀº Á¤¼öÁö¿¡¼ º¸´Ù´Â µµ·ùº® ¼³Ä¡ÀÇ È¿°ú°¡ ÀÛÀº °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù. |
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| In this study, variation of effluent of residual chlorine concentration was estimated from bench scale distribution reservoir test according to variation of flow and baffle condition. According to the bench scale test results, when the flow rate was an unsteady state, difference between the case of no-baffle in the reservoir and the case of two-baffles in the reservoir became less than the condition when the effluent flow was in a steady state. Consequently, the results are caused by the flow rate variation. Thus, the baffle is less effective than a clearwell of steady state condition. |
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| Ű¿öµå |
| À¯Ãâ·®;µµ·ùº®;ÀÜ·ù¿°¼Ò³óµµ;¹è¼öÁö;effluent flow;baffle;residual chlorine concentration;distributioin reservoir; |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.34, no.6, 2001³â, pp.725-733
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200111920877979)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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