配管摩擦損失係数:コールブルック・ホワイトの式/Colebrook-White Equation


PDF Document:Colebrook-White Equation.Re:4,000-10,000.ε/d:0.0001-0.001


DateFile NameSize(KB)MD5 Hash
2011/06/0720110607-001.pdf924917e4cf1c41c17dd8ca48cdfc580999

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000-100,000.ε/d:0.0001-0.001


DateFile NameSize(KB)MD5 Hash
2011/06/0720110607-002.pdf99b910679275049ab30df70d813ba71b90

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:100,000-1,000,000.ε/d:0.0001-0.001


DateFile NameSize(KB)MD5 Hash
2011/06/0720110607-003.pdf1291ce039a1bf79a73c0bd5c0607fc907d1

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:1,000,000-10,000,000.ε/d:0.0001-0.001


DateFile NameSize(KB)MD5 Hash
2011/06/0720110607-004.pdf151b2238fb23b37790a1a1d8d7e225e734d

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000,000-100,000,000.ε/d:0.0001-0.001


DateFile NameSize(KB)MD5 Hash
2011/06/0720110607-005.pdf14181c62c07c868d4641703e0ae372e2c35

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:4,000-10,000.ε/d:0.001-0.01


DateFile NameSize(KB)MD5 Hash
2011/06/0820110608-001.pdf147e536e4047d29e348c65769e926932234

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000-100,000.ε/d:0.001-0.01


DateFile NameSize(KB)MD5 Hash
2011/06/0820110608-002.pdf994cf1d59afb1f3d67fcbe0f4c5508e862

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:100,000-1,000,000.ε/d:0.001-0.01


DateFile NameSize(KB)MD5 Hash
2011/06/0820110608-003.pdf123cb6893f99367a84aa1747504ea8a188f

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:1,000,000-10,000,000.ε/d:0.001-0.01


DateFile NameSize(KB)MD5 Hash
2011/06/0820110608-004.pdf141b9cc104aae917db4a40a7c85b6a02ba5

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000,000-100,000,000.ε/d:0.001-0.01


DateFile NameSize(KB)MD5 Hash
2011/06/0820110608-005.pdf99d25156691538f03080d293c3510b6e84

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:4,000-10,000.ε/d:0.01-0.05


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-001.pdf1378e475ed96672661430a1725b2ddf3035

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100
[2]:Darcy friction factor formulae:WIKIPEDIA

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000-100,000.ε/d:0.01-0.05


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-002.pdf98fbe1e8d615f4e7976117e7f70f27e0a3

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:100,000-1,000,000.ε/d:0.01-0.05


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-003.pdf118ed1d7f84debc08e1b739c0e9f0999a4b

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:1,000,000-10,000,000.ε/d:0.01-0.05


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-004.pdf136a1496e4d9ac49c7ab6f691eb2b7e8f8a

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000,000-100,000,000.ε/d:0.01-0.05


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-005.pdf101882d4dc241e1fe6974b4a7812e5d89df

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:4,000-10,000.ε/d:0.00001-0.0001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-006.pdf87f9bff8bca809a09223658c7d22738c73

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100
[2]:Darcy friction factor formulae:WIKIPEDIA

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000-100,000.ε/d:0.00001-0.0001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-007.pdf90f9d3384ad4d4e4cec8a95d9645a1a8d0

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:100,000-1,000,000.ε/d:0.00001-0.0001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-008.pdf1305758a9f5f8a4f8377bd74205d28a4686

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:1,000,000-10,000,000.ε/d:0.00001-0.0001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-009.pdf16952fb0d2b5f1daf21e94fd7e681460cd7

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000,000-100,000,000.ε/d:0.00001-0.0001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-010.pdf157cee2739eb2a728dae41a408cd1485745

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:4,000-1,000,000.ε/d:0.000001-0.00001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-011.pdf1170c2e7ea281d99646142bdcf8200ec301

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100
[2]:Darcy friction factor formulae:WIKIPEDIA

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:1,000,000-10,000,000.ε/d:0.000001-0.00001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-012.pdf1832c03d299247eaf7d45615a97567be50f

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100
[2]:Darcy friction factor formulae:WIKIPEDIA

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re

PDF Document:Colebrook-White Equation.Re:10,000,000-100,000,000.ε/d:0.000001-0.00001


DateFile NameSize(KB)MD5 Hash
2011/06/0920110609-013.pdf173a07f7acc246b03c789f943f806ef4842

Keyword

Colebrook-White Equation,Head loss,Loss coefficient for straight pipe,Length of pipe,Pipe diameter,Reynolds number,Roughness height

Reference

[1]:Brian Nesbitt:『Handbook of Pumps and Pumping: Pumping Manual International』,Elsevier Science,2006,pp.99-100
[2]:Darcy friction factor formulae:WIKIPEDIA

Remarks

・Loss coefficient for straight pipe:λ
・Roughness height:ε
・Pipe diameter:d
・Reynolds number:Re