¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹¼öÀÚ¿øÇÐȸ / v.34, no.6, 2001³â, pp.725-733
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;
 
ÃÊ ·Ï
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¿¡ À־ 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־´Â 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.
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.
 
Ű¿öµå
À¯Ãâ·®;µµ·ùº®;ÀÜ·ù¿°¼Ò³óµµ;¹è¼öÁö;effluent flow;baffle;residual chlorine concentration;distributioin reservoir;
 
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
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿