¶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.29, no.4, 1996³â, pp.223-231
ÁÖº¯È¯°æÀ» °í·ÁÇÑ »ó¼ö°ü¸ÁÀÇ °ü ¸¶Âû¼Õ½Ç°è¼ö »êÁ¤
( Predicting Flow Resistance Coefficients in Water Supply Mains )
¼Õ±¤ÀÍ; ¿µ³²´ëÇб³ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
º¸´Ù È¿À²ÀûÀÎ °ü·Î¿î¿µ¿¡ ÇʼöÀûÀÎ Åë¼ö´É º¯È­ ¹× ¿µÇâÀÎÀÚ »êÁ¤À» À§ÇÏ¿© ±¹³» µµ¼Û¼ö°­°ü¿¡ ´ëÇÏ¿© 124°³ÀÇ Hazen Williams¹× Darcy-Weisbach ¸¶Âû°è¼ö¸¦ ½ÇÃø, ºÐ¼®ÇÏ¿´´Ù. ±× °á°ú ±¹³» µµ¼Û¼ö°­°üÀº ±¹¿ÜÀÇ ¸¶Âû°è¼ö º¯È­ÇüÅÂ¿Í À¯»çÇÑ °æÇâÀ» º¸ÀÌ¸ç °ü°æÀÌ Å¬¼ö·Ï (Diameter>1100mm) Åë¼ö´ÉÀº °ü·É¿¡ ¸¹Àº ¿µÇâÀ» ¹ÞÀ¸³ª °ü°æÀÌ ÀÛÀ»¼ö·Ï °ü°æ°ú °ü·É¿¡ µ¿½Ã¿¡ ¿µÇâÀ» ¹Þ´Â´Ù´Â »ç½ÇÀ» ¾Ë¾Ò´Ù. ¶ÇÇÑ Hazen WilliamsÀÇ C °ªÀº ¿Ü±¹¿¡ ºñÇØ ¾à 5-10 Á¤µµ ÀÛÀº °ÍÀ¸·Î ³ªÅ¸³µÀ¸¸ç, Á¶µµ³ôÀÌÀÇ ¼ºÀå·üÀº ¾à 0.41 mm/³âÀ¸·Î °üÀÇ Åë¼ö´ÉÀÌ ¿Ü±¹¿¡ ºñÇØ »¡¸® ÀúÇÏÇÑ´Ù´Â »ç½ÇÀÌ ¹àÇôÁ® ±× ¿øÀÎ ÆÄ¾Ç ¹× Åë¼ö´É »êÁ¤±âÁØÀ» Àç °ËÅäÇØ¾ß ÇÒ °ÍÀ¸·Î ÆÇ´ÜµÇ¾ú´Ù. For the most efficient operation of water mains, 124 head losses in domestic water supply steel mains were measured to provide the values of friction coefficient and the variable affecting the deterioration rate of Hazen Williams' and Darcy-Weisbach's friction coefficient. The experimental results show that pipe age is governing the friction coefficient of large mains (Diameter > 1100 mm). On the other hands, pipe age and pipe diameter are affecting the variation of carrying capacity for small mains (Diameter < 1100 mm). The friction coefficient of water mains in foreign countries is higher than that in Korea by about 5 to 10 in Hazen Williams' C value. The growing rate of roughness height of domestic water main is about 0.41 mm/year which is higher than the average of United States of America. So further study is required to find out what causes the serious deterioration rate.
For the most efficient operation of water mains, 124 head losses in domestic water supply steel mains were measured to provide the values of friction coefficient and the variable affecting the deterioration rate of Hazen Williams' and Darcy-Weisbach's friction coefficient. The experimental results show that pipe age is governing the friction coefficient of large mains (Diameter > 1100 mm). On the other hands, pipe age and pipe diameter are affecting the variation of carrying capacity for small mains (Diameter < 1100 mm). The friction coefficient of water mains in foreign countries is higher than that in Korea by about 5 to 10 in Hazen Williams' C value. The growing rate of roughness height of domestic water main is about 0.41 mm/year which is higher than the average of United States of America. So further study is required to find out what causes the serious deterioration rate.
 
Ű¿öµå
 
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.29, no.4, 1996³â, pp.223-231
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199611920097611)
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¿