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  hydraulic ¼³°è°ü·Ã ¹®Á¦ Ç®À̵µ¿ÍÁÖ¼¼¿ä
  ±Û¾´ÀÌ : °Ô½´Å»Æ®   °íÀ¯ID : oldparao     ³¯Â¥ : 13-09-04 11:52     Á¶È¸ : 5680    
 
process engineer°¡ µÇ±âÀ§ÇØ.. ¼öµÎ¼³°èºÐ¾ß °øºÎÁßÀä
 
°£´ÜÇØ º¸ÀÌ´Â ¹®Á¦Àε¥ µµ¿ÍÁÖ¼¼¿ä..
 
15µµ¾¾ ¹° 45m3/h À¯·®ÀÌ 150mm³»°æÀ» °¡Áö°í ÀÖ´Â commercial steel ¹è°üÀ» 1000m È带¶§
 
¹°ÀÇ À¯¼Ó°ú friction factor, ¾Ð·Â¼Õ½ÇÀ» ±¸Ç϶ó
 
(¹°ÀÇ ¹Ðµµ´Â 1000kg/m3 , Á¡µµ 1.138cp)
ps ) ã¾Æº¸´Ï commercial steelÀÇ °ÅÄ¥±â´Â 0.05mm¶ó°í ³ª¿ÍÀÖ½À´Ï´Ù.
 
µµ¿ÍÁֽʽÿÀ!!!
 

½ºÅ×Æijë Stefano   13-09-04 15:18
°è»ê¿¡ ÇÊ¿äÇÑ ÀÚ·á´Â ´Ù ÁغñµÇ¾î ÀÖ½À´Ï´Ù.  ½º½º·Î °í¹ÎÇغ¸°í..
Á÷Á¢ °è»êÇØ º¸°í ÇØ°áµÇÁö ¾Ê´Â ºÎºÐÀ» Áú¹®Çϼ¼¿ä.

½º½º·Î Ç®¾îº¸Áöµµ ¾Ê°í "¹®Á¦Ç®ÀÌ ÇØ´Þ¶ó"½ÄÀÇ Áú¹®Àº ¹Ù¶÷Á÷ÇÏÁö ¾Ê½À´Ï´Ù.
     
°Ô½´Å»Æ® oldparao   13-09-06 12:00
띡ÇÏ´Ï Ç®¾î³ö¼­ ´äº¯À» ¾È´Þ¾ÆÁֽŰŠ°°Àºµ¥¿ä,,

À¯¼ÓÀº Á¦°¡ °è»êÀ» Çغ¸¾Ò½À´Ï´Ù.

À¯·® / °üÀÇ ³ÐÀ̸¦ ÇÏ¸é ´ÜÀ§°¡ m/h·Î ³ª¿À´Âµ¥ ÀÌ·¸°Ô ±¸ÇÏ´Â°Ô ¸Â´ÂÁö¿ä

45m3/h / (75*75*3.14)  * 1,000,000 mm2  = 2546.47 m/h

¶ÇÇÑ friction factor¸¦ ±¸Çϱâ À§Çؼ­ Á¦°¡ ¾î´À ºÎºÐÀ» °øºÎÇؾߵǴÂÁö ¸ô¶ó¼­
¿©ÂÞ¾î º¸¾Ò´ø °Ì´Ï´Ù...

¸¶Âû°è¼ö ±¸ÇÏ´Â ¹æ¹ýÀ» ¾Ë°í½Í½À´Ï´Ù..
½ºÅ×Æijë Stefano   13-09-06 15:14
(1) ¸¶Âû°è¼ö´Â Reynolds No. °ü³» Ç¥¸é°ÅÄ¥±â·ÎºÎÅÍ Friction FactorµµÇ¥¸¦ ã¾Æ °è»êÇÕ´Ï´Ù. 
(2) Friction Factor°¡ ±¸ÇØÁ³À¸¸é °ü ³»ÀÇ ¾Ð·Â¼Õ½ÇÀ» °è»êÇϱâ À§Çؼ­ "Darcy's(Moody's or Fanning's)  Equation"À» »ç¿ëÇÏ¸é µË´Ï´Ù. 

¿ì¼± ¸ÕÀú °øºÎÁßÀÎ °÷¿¡¼­ °¡Àå °¡±î¿î °÷¿¡¼­ ã¾Æº¼ ¼ö ÀÖ´Â ¼öµÎ°è»ê¿ë ±³ÀçÀÇ ³»¿ëÀ» ã¾Æ º¸µµ·Ï Çϼ¼¿ä.
Noblesse inhaneo   13-09-07 12:03
Crane Ã¥ÀÌ ¾Ð·Â ¼Õ½Ç ±¸ÇÏ´Â ±âÃÊÀûÀÎ ¼­ÀûÀÔ´Ï´Ù.
Âü°íÇϼ¼¿ä.
°Ô½´Å»Æ® oldparao   13-09-09 18:13
¸ÕÀú Reynolds¼ö¸¦ ±¸ÇÏ¿´½À´Ï´Ù.

1 x 150mm x 2546.47m x 1000kg x Cp x Cm  x S x 1m x 1m x H x 1000g
1.138cp x H x m^3 x 0.01 g x 100cm x 1000mm x 3600s x  1kg

(´ÜÀ§È¯»êÀ» À§ÇÏ¿© ³×¸ðÄ­±×·Á³õ°í ÀüºÎ´Ù °öÇÏ¿´½À´Ï´Ù)

¹«Â÷¿øÀÎ ·¹À̳îÁî ¼ö 93,236À» ±¸ÇÒ ¼ö ÀÖ¾ú½À´Ï´Ù. º¸´Ï ³­·ù°¡ È®½ÇÇÏ´Ù´Â ÆÇ´ÜÀÌ µé¾ú°í,
·¹À̳îÁî ¼ö¿Í ¸¶Âû°è¼ö ±×·¡ÇÁ¿¡¼­ ÇÁ·¢¼ÇÆåŸ °ª ¾à 0.013 ÀÓÀ» È®ÀÎÇß½À´Ï´Ù.
 
head loss¸¦ ±¸ÇÒ ¶§ Á÷°ü¿¡¼­ Ãþ·ù¶ó¸é
µ¨Å¸P =((2fu^2 l¥ñ)/(g_c D)) (kg/m^2) ½ÄÀ¸·Î Çϴ°Ͱú
³­·ù¶ó¸é
µ¨Å¸P = ((4u^2l¥ñ/g_c D)) ∅' (Du¥ñ/¥ì) ½ÄÀ¸·Î Ǭ´Ù´Â °ÍÀ» ¾Ë°ÔµÇ¾ú½À´Ï´Ù.

¿©±â¼­ Áú¹®ÀÔ´Ï´Ù.

i) À§ÀÇ ½ÄÀ» Àû¿ëÇÏ´Â °ÍÀÌ ¸Â´ÂÁö.....
ii) ³­·ùÀÇ ½Ä¿¡¼­ ∅ (ÆÄÀÌ?) ¿Í gc ´Â ¹«½¼ º¯¼ö Àϱî¿ä...

ÁøÂ¥ ÀÌ ¹®Á¦´Â ³Ê¹«³ª Ç®°í½Í³×¿ä
¾Ð·Â¼Õ½ÇÀ» ±¸ÇÏ¸é »õ·Î¿î ¼¼°è°¡ Á¦´«¿¡ º¸ÀÏ°Å °°Àºµ¥
ºÎµð Á¦°¡ ±¸ÇÏ°í ÀÖ´Â °úÁ¤ÀÌ ¸Â´ÂÁö Áø½É ±Ã±ÝÇÕ´Ï´Ù..

°¨»çÇÕ´Ï´Ù.
½ÅÀÔÈ­°ø bhk3927   13-09-12 19:14
´ÜÀ§Á¶ÀÛ 4Àå, 5Àå¿¡ ±Ã±ÝÇϽŠ»çÇ×Àº ¸ðµÎ ³ª¿Í ÀÖ½À´Ï´Ù.

±×¸®°í ÀÚ·á´Â ½Å·Ú¼ºÀÌ ÀÖ¾î¾ß ÇÕ´Ï´Ù. Ãâó¸¦ ¹àÈ÷°í
ÃÖ¼ÒÇÑ º»ÀÎÀÌ Ã£Àº ÀÚ·á´Â º»ÀÎÀÌ ºÐ¼®À» Çؼ­ Àû¿ë¿©ºÎ¸¦
°áÁ¤À» ÇØ¾ß ÇÕ´Ï´Ù.

1. À¯¼ÓÀº ³»°æÀ¸·Î °è»ê½Ã ¾à 0.67m/s ÀÌ°í
2. ¸¶Âû°è¼ö´Â Fanning EquationÀ» Àû¿ëÇß°í 0.00468 (³­·ù)ÀÌ°í
3. DP/100m´Â 0.0278 kg/cm2 ³ª¿À³×¿ä.

ÂüÁ¶ ÇϽðí

¹è°ü°æÀº Size downÀ» °í·ÁÇغ¸´Â°Ô ÁÁ°Ú³×¿ä.
     
°Ô½´Å»Æ® oldparao   13-09-13 10:39
°¨»çÇÕ´Ï´Ù. ¸»¾¸ÇϽŠ´ÜÀ§Á¶ÀÛ 4,5Àå Âü°íÇÏ°Ú½À´Ï´Ù.

±×·±µ¥ 2.ÀÇ ¸¶Âû°è¼ö ÆÐ´×½Ä Àû¿ëÇÏ¼Ì´Ù°í µé¾ú´Âµ¥
¾î¶²½ÄÀ» Àû¿ëÇϽŰÇÁö ¾Ë¼ö ÀÖÀ»±î¿ä?

Ãþ·ùÀ϶§ f=16/ReÀÌÁö ¾Ê½À´Ï±î?
¶ÇÇÑ DP´Â ¾î¶²½ÄÀ» ´ëÀÔÇϽŰÇÁö... ±Ã±ÝÇÕ´Ï´Ù.
Ç®ÀÌ°úÁ¤À» Á» º¼¼ö ÀÕÀ»±î¿ä?
¹ã¹ã gurum111   13-09-13 16:20
À­ºÐµéÀÌ ¸ðµÎ ¸Â´Â ¸»¾¸ ÇØÁ̴ּµ¥¿ä. Çö¾÷¿¡¼­ ÀÌ·ç¾îÁö´Â ¹æ½ÄÀ» ¸»¾¸µå¸®°íÀÚ ÇÕ´Ï´Ù.

straight pipe, valve, fitting·ù¿¡¼­ ¹ß»ýÇÏ´Â head loss(pressure drop)À» °è»êÇÒ ¶§ °¡Àå ¸¹ÀÌ »ç¿ëÇÏ´Â ½ÄÀÌ Darcy's formulaÀÔ´Ï´Ù.
HL=K*(v^2/2g)ÀÌÁÒ. ¿©±â¼­ K´Â resistance coefficient·Î f*(L/D)ÀÔ´Ï´Ù.
¿ì¼± v(velocity)¸¦ °è»êÇغ¸ÁÒ.

v = (45) / ( 3.14/4 * 0.15^2 ) / 3600 = 0.7 m/s

ÀÌÁ¦ K°ªÀ» ±¸ÇÏ¸é ¾Æ·¡¿Í °°½À´Ï´Ù.

friction factorÀÎ f°ªÀº CraneÃ¥ AppendixAÀÇ A-23ÆäÀÌÁö¸¦ º¸½Ã¸é Pipe ÀçÁúº°·Î f°ªÀÌ µµ½ÄÈ­ µÇ¾î ÀÖ½À´Ï´Ù. pipe diameter°¡ 150mmÀ̴ϱî commercial steelÀÇ f°ªÀº µü 0.015ÀÔ´Ï´Ù.
K°ªÀ» ±¸Çϸé K= 0.015*(1000/0.15) = 100 À̳׿ä

ÀÌÁ¦ À§¿¡¼­ ±¸ÇÑ v¿Í K¸¦ °¡Áö°í Darcy's formula¿¡ ³ÖÀ¸¸é
HL=100*0.7^2/(2*9.8) = 2.5mÀÔ´Ï´Ù.

f°ªÀ» ±¸ÇÏ´Â ¿©·¯ À̷нÄÀÌ ÀÖÁö¸¸, Çö¾÷¿¡¼­´Â À§¿Í °°ÀÌ °è»êÀ» ÇÏ´Ï Âü°íÇϼ¼¿ä
   

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