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  ±Û¾´ÀÌ : kipa   °íÀ¯ID :      ³¯Â¥ : 09-02-12 17:09     Á¶È¸ : 6913    
   ºñ±³ °ËÅä.JPG (61.3K), Down : 3, 2009-02-12 17:09:32
 
°è»ê °á°ú´Â ³­·ù ÀÔ´Ï´Ù. ÀÚ·á ÷ºÎ ÇÏ¿´À¾´Ï´Ù.
°¨»çÇÕ´Ï´Ù.

½ºÅ×Æijë Stefano   09-02-12 21:30
(1) Reynolds No.ÀÇ Áõ°¡¿¡ µû¶ó Friction Factor´Â ÁÙ¾îµé°Ô µÇ¾î ÀÖ½À´Ï´Ù.

´ë½Å À¯¼ÓÀÌ ´Ã¸é ¿îµ¿¿¡³ÊÁö°¡ ´Ã¾î³ª¸é¼­ ¿îµ¿¿¡³ÊÁö¿¡ ´ëÇÑ »ó´ëÀû ¾Ð·Â¼Õ½Ç ºñÀ²Àº ÁÙ¾îµé°Ô µÇÁö¿ä.

¾Æ·¡ÀÇ (2)½ÄÀ» º¸¸é ºÐ¸ð¿¡ À¯¼ÓÀÇ Á¦°öÇ×ÀÌ µé¾î ÀÖÀ½À» ¾Ë ¼ö ÀÖ½À´Ï´Ù.  ¾Ð·Â¼Õ½ÇÀº Reynolds No°¡ Å©¸é À¯·®ÀÇ Á¦°ö¿¡ ºñ·ÊÇϴµ¥  Friction Factor´Â Reynolds  No°¡ Áõ°¡ÇÒ¼ö·Ï ÀÛ¾ÆÁö°í ¶Ç Reynolds No°¡ ¾ÆÁÖÄ¿Áö¸é Reynolds No¿Í´Â ¹«°üÇÑ »ó¼ö°¡ µÇÁö¿ä (Graph ÂüÁ¶)

(2) °ü³» ¸¶Âû¼Õ½Ç°ú À¯·®°úÀÇ °ü°è½Ä Darcy(Moody)'s EquationÀ¸·ÎºÎÅÍ
Pressure Head Loss (due to Skin Friction)= (¥ÄPs)/¥ñ = f *(L/D)* (V^2/2gc)..............................(1)

(friction factor, f )=  (¥ÄPs)/¥ñ/(L/D)/(V^2/2gc) = (Sheer Stress at Pipe Wall)/(¥ñ V^2/2gc).........(2)

Ãþ·ù¿µ¿ª  f = 16/Re                    (Hagen-Poiseuille)
ïÂ춿µ¿ª  f = 0.0004 Re^0.575  (T.G. Serghides)
³­·ù¿µ¿ª  f = g(¥å/D, Re)              (Moody)....Friction Factor Chart
kipa    09-02-13 16:00
½ºÅ×Æijë´Ô, ¼ö½Ä (1)°ü·ÃÇÏ¿©
Darcy-Wei eq. ¿¡¼­ ¼öµÎ¼Õ½ÇÀº ¾Æ·¡¿Í °°Àºµ¥,
            Hf = fLV^2/d2g  (f¸¶Âû°è¼ö, L¹è°ü±æÀÌ, VÆò±ÕÀ¯¼Ó,d°üÀÇ ³»ºÎÁö¸§, gÁ߷°¡¼Óµµ)
¾Ð·Â¼Õ½Ç·Î Ç¥ÇöÇÒ °æ¿ì, ¼ö½Ä(1)¿¡¼­ gc°¡ Á¦¿ÜµÇ¾î¾ß ÇÏÁö ¾Ê³ª¿ä? ¼ö½Ä(3)ó·³.

del P = fLV^2p/d2 (p¹Ðµµ)  --------(3)

del P = pgHf

Hf = del P/pg = fLV^2/d2g
del P = fLV^2pg/d2g
        = fLV^2p/d2
½ºÅ×Æijë Stefano   09-02-16 15:47
(1) Friction Loss = ¿¡³ÊÁö ¼Õ½Ç
Friction Loss¸¦ À¯Ã¼ ´ÜÀ§Áú·®´ç ¿¡³ÊÁö·Î ³ªÅ¸³»´Â °æ¿ì´Â  Bernoulli EquationÀ» ´ÙÀ½°ú °°Àº Mechanical Energy Balance (MEB)ÇüÅÂÀÇ ¼ö½ÄÀ¸·Î ³ªÅ¸³À´Ï´Ù. 

P1/¥ñ + u1^2/(2gc) +(g/gc) z1 = P2/¥ñ + u2^2/(2gc) +(g/gc) z2 + Hfs .....(1) ´ÜÀ§Áú·®´ç ¸¶Âû¼Õ½ÇÀ» Æ÷ÇÔÇÑ MEB

¿©±â¼­ °ü ³»ºÎ Skin Friction¿¡ ÀÇÇÑ ¸¶Âû¼Õ½Çµµ ´ÜÀ§Áú·®´ç Energy ¼Õ½ÇÀÇ ÇüÅ·Πǥ½ÃµÈ °ÍÀÔ´Ï´Ù. 

¥ÄPs/¥ñ = Hfs = f (L/D)*(V^2/(2gc)) ......................................................(2)

(2) gc
À§ÀÇ (2)½Ä¿¡ »ç¿ëÇÑ gc´Â ´ÜÀ§¸¦ ¸ÂÃß¾î ÁÖ±â À§ÇØ »ç¿ëÇÏ´Â "´ÜÀ§È¯»ê°è¼ö" ÀÌ¸ç »ç¿ëÇÏ´Â ´ÜÀ§¿¡ µû¶ó °ªÀÌ ´Þ¶óÁý´Ï´Ù.  ¾Æ·¡ÀÇ ¼ö½Ä¿¡¼­ [ ]´Â ´ÜÀ§¸¦ ³ªÅ¸³½ °Í

SI UnitÀÇ °æ¿ì  ¥ÄPs [=] N/m^2, ¥ñ [=] kg/m3, f¿Í (L/D)´Â ´ÜÀ§¾øÀ½, V[=]m/s; 
                    ¥ÄPs/¥ñ[=] V^2/2gc[=] (m/s)^2 (kg/kg) [=] (kg-m^2/s^2/kg) [=] N-m/kg ===> ÀÌ °æ¿ì gc= 1

MKS " ÀÇ °æ¿ì  ¥ÄPs [=] kgf/m^2, ¥ñ [=] kg/m3, f¿Í (L/D)´Â ´ÜÀ§¾øÀ½, V[=]m/s; 
                    ¥ÄPs/¥ñ[=] kgf-m/kg [=] (m/s)^2*(kg/kg)/(9.8 (kg/kgf) m/s^2) ===> ÀÌ °æ¿ì gc= (9.8 kg/kgf) m/s^2

English"ÀÇ °æ¿ì ¥ÄPs [=] lbf/ft^2, ¥ñ [=] lbm/ft3, f¿Í (L/D)´Â ´ÜÀ§¾øÀ½, V[=]ft/s;
                    ¥ÄPs/¥ñ[=] ft-lbf/lbm [=]V^2/2gc[=] (ft/s)^2 (lbm/lbm)/(32.2(lbm/lbf) ft/s^2)) [=] (ft-lbf/lbm)
                    ===> ÀÌ °æ¿ì gc= 32.2 (lbm/lbf)(ft/s^2)

À§¿Í °°ÀÌ »ç¿ë´ÜÀ§¿¡ µû¶ó gcÀÇ °ªÀÌ ´Þ¶óÁý´Ï´Ù. 
À§¿¡¼­ ¿ìÃøº¯¿¡ kg/kg ȤÀº lbm/lbm¸¦ °öÇØÁÖ´Â ÀÌÀ¯´Â À¯Ã¼ ´ÜÀ§Áú·®´ç ¿¡³ÊÁö·Î ȯ»êÇϱâ À§ÇØ »ç¿ëµÈ °ÍÀÔ´Ï´Ù.  Beronoulli  EquationÀº À¯Ã¼ ´ÜÀ§Áú·®´ç ¿¡³ÊÁö ¼öÁö¸¦ ³ªÅ¸³»±â ¶§¹®ÀÌÁö¿ä.

(3) ¸¶Âû¼Õ½ÇÀ» ¾Ð·Â´ÜÀ§·Î ³ªÅ¸³»±â À§Çؼ­´Â (2)½ÄÀÇ ¾çº¯¿¡ ¹Ðµµ¸¦ °öÇØÁÖ¸é µË´Ï´Ù.  À̶§µµ gc´Â (2)¿¡¼­ ¼³¸íÇÑ ¹Ù¿Í °°½À´Ï´Ù.  °è»êµÇ¾î ¾ò¾îÁö´Â ¾Ð·ÂÀº  SI Unit °è¿¡¼­´Â N/m2 ȤÀº Pa(pascal)´ÜÀ§ÀÌ°í Metric Unit¿¡¼­´Â kgf/m2, ±×¸®°í English Unit¿¡¼­´Â lbf/ft^2ÀÌ µË´Ï´Ù.
   

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