Formula Daycy-w. Daniel

DATOS GENERALESREYNOLDS AREA(A) GASTO(Q)

2.67E+04 0.00114 Q=A*VVelocidad(V) 0.7017 3.1416 Area(A)Diametro(D) 0.0381 Diametro(D) 0.0381 Velocidad(V)

0.0000010

Velocidad(V) 0.7017 Gravedad(g) 9.81Longitud(L) 100Diametro(D) 0.0381

0.0000015Reynolds(Re) 2.67E+04

GRADO DE ESTRANGULAMIENTO

0.0081 0.00380.002 0.0625

0.00114 0.19240.0005 1.0000 SUMATORIAS

K1 3 KF1 7.59 0.0404K2 2 KF2 127.61 8.1006K3 2.8 KF3 63.6 12.7732K4 1 KF4 1 2.0000

TOTAL= 22.9141

Re=V*D/ A=(*D2/4)

viscocidad()

ALGORITMO DE COLEBROOK WHILE SI NOS DAN (,D)Propuesta de un valor f

x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re))

f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))

Rugosidad() xi+1=xi((f(xi) xi)/(f(xi)-1))

nueva x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re))

f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))xi+1=xi((f(xi) xi)/(f(xi)-1))

nueva x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re))


A1 AF2/A12=A2 AF2/A22=A3 AF2/A32=Af AF2/AF2=

DATOS GENERALESGASTO(Q) VELOCIDAD(V)

0.00080 V=Q/A 0.70170.00114 Gasto(Q) 0.000800 0.7017 Area(A) 0.00114

0.001031.6228

5.0517-0.02745.7596

5.75966.5171

-0.14796.4195

6.41956.4246

-0.13306.4240

VELOCIDAD FINALH 19g 9.81

VS= 3.94819811

ALGORITMO DE COLEBROOK WHILE SI NOS DAN (,D)Propuesta de un valor f

x1=1/f nueva x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))

f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))=xi((f(xi) xi)/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))

nueva x1=1/f nueva x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))


nueva x1=1/f nueva x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))


f=1/(xi+1)2

Kf=(F*L)/D

VS=(2gH)/(1+((FL/D)(m)+(K*m)

6.42406.4240

-0.13296.4240

6.42406.4240

-0.13296.4240

6.42406.4240

-0.13296.4240

0.024263.6003

nueva x1=1/f/3.71D)+((2.51*x1)/Re))

f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))((f(xi) xi)/(f(xi)-1))

nueva x1=1/f/3.71D)+((2.51*x1)/Re))


nueva x1=1/f/3.71D)+((2.51*x1)/Re))


1/(xi+1)2

(F*L)/D

DATOS GENERALESREYNOLDS AREA(A) GASTO(Q)

2.67E+04 0.00114 Q=A*VVelocidad(V) 0.7017 3.1416 Area(A)Diametro(D) 0.0381 Diametro(D) 0.0381 Velocidad(V)

0.0000010ALGORITMO DE COLEBROK

0.001031.6228

5.0517-0.02745.75965.75966.5171

-0.14796.41956.41956.4246

-0.13306.4240

GRAVEDAD(g) 9.81H 19

DIAMETROSTRAMOS PULGADA METROS AREAS

1 4 0.1016 0.0081 0.00402 2 0.0508 0.0020 0.06333 1.5 0.0381 0.0011 0.20014 1 0.0254 0.0005 1.01305 0 0 0.0000 #DIV/0!6 0 0 0.0000 #DIV/0!7 0 0 0.0000 #DIV/0!

AREA FINAL 0.0005

Re=V*D/ A=(*D2/4)

viscocidad()

Propuesta de un valor fx1=1/f

f(x)= -2log((/3.71D)+((2.51*x1)/Re))f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))

xi+1=xi((f(xi) xi)/(f(xi)-1))NUEVA x1=1/f




xi+1=xi((f(xi) xi)/(f(xi)-1))

AF2/Ai2

DATOS GENERALES Velocidad(V) 0.7017 GASTO(Q) VELOCIDAD(V) Gravedad(g) 9.81

0.00080 V=Q/A 0.7017 Longitud(L) 1000.00114 Gasto(Q) 0.000800 Diametro(D) 0.03810.7017 Area(A) 0.00114 0.0000015

Reynolds(Re) 2.67E+04ALGORITMO DE COLEBROK

6.42406.4240

-0.13296.42406.42406.4240

-0.13296.42406.42406.4240

-0.13296.42400.0242

63.6003PERDIDAS hf=(fL/D)(V2/2g) 1.5961

K2.9500 3 0.0235

46.0000 2 3.039142.6500 2.8 9.094857.9500 2 60.73160.0000 0 #DIV/0!0.0000 0 #DIV/0!0.0000 0 #DIV/0!

SUMATORIA= 72.8891

VELOCIDAD DE SALIDA 2.25GASTO(i) (Q) 0.00115

Rugosidad()

NUEVA x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re))






f=1/(xi+1)2

Kf=(F*L)/D

Kf (Kfi*(Af2/Ai2))+(Ki*(Af2/Ai2))

VELOCIDADES reynolds0.1413 1.44E+040.5652 2.87E+041.0048 3.83E+042.2607 5.74E+04#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!

DIAMETROS Interacion (1) para reynolds propuestoTRAMOS PULGADA METROS AREAS K LONGITUDES f

1 4 0.1016 0.0081 0.0039 3 25 0.01202 2 0.0508 0.0020 0.0625 2 250 0.01233 1.5 0.0381 0.0011 0.1975 1 100 0.01254 1.5 0.0381 0.0011 0.1975 1.8 70 0.01255 1 0.0254 0.0005 1.0000 2 115 0.01286 0 0 0.0000 #DIV/0! 0 0 #DIV/0!7 0 0 0.0000 #DIV/0! 0 0 #DIV/0!

AREA FINAL 0.0005 SUMATORIA=0.0000015 Velocidad de salida

Gravedad(g) 9.81H(Zf-Zi) 19

VISCOCIDAD 1.0E-06ALGORITMO DE COLEBROK INTERACION(1) PARA DIAMETRO (1)

1.0E+060.0010

31.62288.1582

-0.02628.75638.75639.1715

-0.08409.13939.13939.1399

-0.0810

AF2/Ai2

Rugosidad()Gasto(Qi)=

Propuesta de un valor ReynoldsPropuesta de un valor f

x1=1/f NUEVA x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))

f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))xi+1=xi((f(xi) xi)/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))

NUEVA x1=1/f NUEVA x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))



f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))

9.1398

ALGORITMO DE COLEBROK INTERACION(1) PARA DIAMETRO (2)1.0E+06

0.001031.6228

8.1177-0.02508.69018.69019.0524

-0.07329.02779.02779.0280

-0.07129.0280


0.001031.6228

8.0917

xi+1=xi((f(xi) xi)/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))f=1/(xi+1)2

Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D



-0.02428.64838.64838.9811

-0.06758.96018.96018.9603

-0.06598.9603


0.001031.6228

8.0917-0.02428.64838.64838.9811

-0.06758.96018.96018.9603






f=1/(xi+1)2

Kf=(F*L)/D







-0.06598.9603


0.001031.6228

8.0419-0.02298.56938.56938.8536

-0.05838.83808.83808.8381

-0.05728.8381


0.001031.6228


f=1/(xi+1)2

Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D


x1=1/f NUEVA x1=1/f

#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!


0.001031.6228#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

f(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))

xi+1=xi((f(xi) xi)/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))NUEVA x1=1/f NUEVA x1=1/f





Kf=(F*L)/D






NUEVA x1=1/f NUEVA x1=1/f

#DIV/0!#DIV/0!#DIV/0!


0.001031.6228

4.4939-0.02745.21865.21866.0557

-0.16575.93675.93675.9441

-0.14585.9432


0.0010



Kf=(F*L)/D

valor Reynolds ENCONTRADO EN EL TRAMOPropuesta de un valor f







f=1/(xi+1)2

Kf=(F*L)/D


31.62285.0941

-0.02745.80135.80136.5563

-0.14756.45926.45926.4643

-0.13266.4637


0.001031.6228

5.3421-0.02736.04126.04126.7617

-0.14016.6732







f=1/(xi+1)2

Kf=(F*L)/D






6.67326.6774

-0.12716.6769


0.001031.6228

5.3421-0.02736.04126.04126.7617

-0.14016.67326.67326.6774

-0.12716.6769




f=1/(xi+1)2

Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D

Propuesta de un valor Reynolds

0.001031.6228

5.6889-0.02726.37476.37477.0425

-0.12916.96626.96626.9693

-0.11866.9690

ALGORITMO DE COLEBROK INTERACION(2) PARA DIAMETRO (6)#DIV/0!0.0010

31.6228#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

Propuesta de un valor fx1=1/f NUEVA x1=1/f







Kf=(F*L)/D






#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!


31.6228#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

ALGORITMO DE COLEBROK INTERACION(3) PARA DIAMETRO (1)




Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D

1.1E+040.0010

31.62284.2835

-0.02755.01405.01405.8806

-0.17265.75305.75305.7616

-0.15055.7604


0.001031.6228

4.8841-0.02745.59745.59746.3793








f=1/(xi+1)2

Kf=(F*L)/D





-0.15336.27546.27546.2811

-0.13696.2805


0.001031.6228

5.1325-0.02745.83805.83806.5851

-0.14576.49016.49016.4950

-0.13136.4944




f=1/(xi+1)2

Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D


0.001031.6228

5.1325-0.02745.83805.83806.5851

-0.14576.49016.49016.4950

-0.13136.4944


0.001031.6228

5.4805-0.02726.17346.1734








f=1/(xi+1)2

Kf=(F*L)/D





6.8686-0.13466.78616.78616.7898

-0.12296.7894







Kf=(F*L)/D








f=1/(xi+1)2



Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D

Interacion (1) para reynolds propuesto Interacion (2)VELOCIDADES reynolds f

2.9456 0.0232 0.1380 1.4E+04 0.0283 6.9664 0.038960.3799 3.8987 0.5522 2.8E+04 0.0239 117.7915 7.487032.6912 6.6551 0.9816 3.7E+04 0.0224 58.8737 11.826922.8839 4.8758 0.9816 3.7E+04 0.0224 41.2116 8.496157.9622 59.9622 2.2087 5.6E+04 0.0206 93.2229 95.2229#DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0#DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0

SUMATORIA= 75.4150 SUMATORIA= 123.0718Velocidad de salida 2.21 Velocidad de salida 1.73

0.00112 0.00088

ALGORITMO DE COLEBROK INTERACION(1) PARA DIAMETRO (1) ALGORITMO DE COLEBROK INTERACION(4) PARA DIAMETRO (1)

9.13989.1398

-0.08109.13989.13989.1398

-0.08109.13989.13989.1398

-0.0810

Kf (K+Kf)(Af2/Ai2) Kf (K+Kf)(Af2/Ai2)

Gasto(Qi)= Gasto(Qi)=

valor ReynoldsPropuesta de un valor f

=1/f x1=1/f/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))

/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))))/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))=1/f NUEVA x1=1/f

/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))))/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))=1/f NUEVA x1=1/f

/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))

9.13980.01202.9456


9.02809.0280

-0.07129.02809.02809.0280

-0.07129.02809.02809.0280

-0.07129.02800.0123

60.3799


8.96038.9603

)/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))+1)2

(F*L)/D





/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))))/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))

+1)2

(F*L)/D



-0.06598.96038.96038.9603

-0.06598.96038.96038.9603

-0.06598.96030.0125

32.6912


8.96038.9603

-0.06598.96038.96038.9603

-0.06598.96038.96038.9603




+1)2

(F*L)/D





/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))

-0.06598.96030.0125

22.8839


8.83818.8381

-0.05728.83818.83818.8381

-0.05728.83818.83818.8381

-0.05728.83810.0128

57.9622


#DIV/0!

/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))))/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))

+1)2

(F*L)/D






+1)2

(F*L)/D


=1/f x1=1/f

#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!


#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!




+1)2

(F*L)/D







5.94325.9432

-0.14565.94325.94325.9432

-0.14565.94325.94325.9432

-0.14565.94320.02836.9664



+1)2

(F*L)/D






+1)2

(F*L)/D


6.46376.4637

-0.13266.46376.46376.4637

-0.13266.46376.46376.4637

-0.13266.46370.0239

117.7915


6.67696.6769

-0.12716.67696.67696.6769

-0.12716.6769





+1)2

(F*L)/D





6.67696.6769

-0.12716.67690.0224

58.8737


6.67696.6769

-0.12716.67696.67696.6769

-0.12716.67696.67696.6769

-0.12716.67690.0224

41.2116


=1/f NUEVA x1=1/f/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))

/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re))))/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))

+1)2

(F*L)/D






+1)2

(F*L)/D

Propuesta de un valor Reynolds

6.96906.9690

-0.11866.96906.96906.9690

-0.11866.96906.96906.9690

-0.11866.96900.0206

93.2229


#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

Propuesta de un valor f=1/f x1=1/f




+1)2

(F*L)/D




/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))/3.71D)+((2.51*x1)/Re))) f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))

#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!


#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!


)/(f(xi)-1)) xi+1=xi((f(xi) xi)/(f(xi)-1))=1/f NUEVA x1=1/f


+1)2

(F*L)/D






+1)2

(F*L)/D

5.76045.7604

-0.15035.76045.76045.7604

-0.15035.76045.76045.7604

-0.15035.76040.03017.4154


6.28056.2805

-0.13686.28056.28056.2805






+1)2

(F*L)/D




/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))

-0.13686.28056.28056.2805

-0.13686.28050.0254

124.7653


6.49446.4944

-0.13126.49446.49446.4944

-0.13126.49446.49446.4944

-0.13126.49440.0237

62.2296



+1)2

(F*L)/D






+1)2

(F*L)/D


6.49446.4944

-0.13126.49446.49446.4944

-0.13126.49446.49446.4944

-0.13126.49440.0237

43.5607


6.78946.7894

-0.12296.78946.7894






+1)2

(F*L)/D




6.7894-0.12296.78946.78946.7894

-0.12296.78940.0217

98.2195





+1)2

(F*L)/D






+1)2

#DIV/0!


#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

(F*L)/D






+1)2

(F*L)/D

Interacion(3) interacion(4)VELOCIDADES reynolds f VELOCIDADES reynolds f

0.1083 1.1E+04 0.0301 7.4154 0.0407 0.1056 1.1E+04 0.03030.4333 2.2E+04 0.0254 124.7653 7.9228 0.4223 2.1E+04 0.02550.7704 2.9E+04 0.0237 62.2296 12.4898 0.7508 2.9E+04 0.02390.7704 2.9E+04 0.0237 43.5607 8.9601 0.7508 2.9E+04 0.02391.7334 4.4E+04 0.0217 98.2195 100.2195 1.6893 4.3E+04 0.0218#DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0!

SUMATORIA= 129.6330 SUMATORIA=Velocidad de salida 1.69 Velocidad de salida

0.00086

ALGORITMO DE COLEBROK INTERACION(4) PARA DIAMETRO (1) ALGORITMO DE COLEBROK INTERACION(7) PARA DIAMETRO (1)1.1E+04

0.001031.6228 5.7410

4.2611 5.7410-0.0275 -0.15084.9922 5.74104.9922 5.74105.8621 5.7410

-0.1734 -0.15085.7335 5.74105.7335 5.74105.7422 5.7410

-0.1510 -0.1508

Kf (K+Kf)(Af2/Ai2)



NUEVA x1=1/f x1=1/ff(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))






5.7410 5.74100.03037.4656


0.001031.6228 6.2610

4.8618 6.2610-0.0274 -0.13725.5757 6.26105.5757 6.26106.3605 6.2610

-0.1539 -0.13726.2559 6.26106.2559 6.26106.2617 6.2610

-0.1374 -0.13726.2610 6.2610

0.0255125.5425


0.001031.6228 6.4750

5.1102 6.4750


Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D



-0.0274 -0.13175.8164 6.47505.8164 6.47506.5664 6.4750

-0.1463 -0.13176.4706 6.47506.4706 6.47506.4756 6.4750

-0.1318 -0.13176.4750 6.4750

0.023962.6033


0.001031.6228 6.4750

5.1102 6.4750-0.0274 -0.13175.8164 6.47505.8164 6.47506.5664 6.4750

-0.1463 -0.13176.4706 6.47506.4706 6.47506.4756 6.4750






f=1/(xi+1)2

Kf=(F*L)/D







-0.1318 -0.13176.4750 6.4750

0.023943.8223


0.001031.6228 6.7703

5.4583 6.7703-0.0272 -0.12336.1519 6.77036.1519 6.77036.8501 6.7703

-0.1352 -0.12336.7669 6.77036.7669 6.77036.7707 6.7703

-0.1234 -0.12336.7703 6.7703

0.021898.7759

ALGORITMO DE COLEBROK INTERACION(4) PARA DIAMETRO (6) ALGORITMO DE COLEBROK INTERACION(7) PARA DIAMETRO (6)#DIV/0!0.0010

31.6228 #DIV/0!


f=1/(xi+1)2

Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D


NUEVA x1=1/f x1=1/f

#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!

#DIV/0!#DIV/0!

ALGORITMO DE COLEBROK INTERACION(4) PARA DIAMETRO (7) ALGORITMO DE COLEBROK INTERACION(7) PARA DIAMETRO (7)#DIV/0!0.0010

31.6228 #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!







Kf=(F*L)/D







#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!

#DIV/0!#DIV/0!


0.001031.6228 5.7389

4.2587 5.7389-0.0275 -0.15094.9899 5.73894.9899 5.73895.8601 5.7389

-0.1735 -0.15095.7314 5.73895.7314 5.73895.7401 5.7389

-0.1511 -0.15095.7389 5.7389

0.03047.4710


0.0010



Kf=(F*L)/D







f=1/(xi+1)2

Kf=(F*L)/D

31.6228 6.25894.8594 6.2589

-0.0274 -0.13735.5733 6.25895.5733 6.25896.3585 6.2589

-0.1540 -0.13736.2537 6.25896.2537 6.25896.2596 6.2589

-0.1374 -0.13736.2589 6.2589

0.0255125.6270


0.001031.6228 6.4729

5.1078 6.4729-0.0274 -0.13175.8140 6.47295.8140 6.47296.5643 6.4729

-0.1464 -0.13176.4685 6.4729







f=1/(xi+1)2

Kf=(F*L)/D





6.4685 6.47296.4735 6.4729

-0.1318 -0.13176.4729 6.4729

0.023962.6440


0.001031.6228 6.4729

5.1078 6.4729-0.0274 -0.13175.8140 6.47295.8140 6.47296.5643 6.4729

-0.1464 -0.13176.4685 6.47296.4685 6.47296.4735 6.4729

-0.1318 -0.13176.4729 6.4729

0.023943.8508




f=1/(xi+1)2

Kf=(F*L)/D







f=1/(xi+1)2

Kf=(F*L)/D

0.001031.6228 6.7682

5.4559 6.7682-0.0272 -0.12346.1496 6.76826.1496 6.76826.8481 6.7682

-0.1353 -0.12346.7649 6.76826.7649 6.76826.7686 6.7682

-0.1234 -0.12346.7682 6.7682

0.021898.8364


31.6228 #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!







f=1/(xi+1)2

Kf=(F*L)/D




f(x)= (-2/In10)((2.51/Re)/((/3.71D)+((2.51*x1)/Re)))

#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!

#DIV/0!#DIV/0!


31.6228 #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!#DIV/0! #DIV/0!

#DIV/0!#DIV/0!




xi+1=xi((f(xi) xi)/(f(xi)-1))f=1/(xi+1)2

Kf=(F*L)/D







f=1/(xi+1)2

Kf=(F*L)/D

1.1E+040.0010

31.6228 5.73874.2584 5.7387

-0.0275 -0.15094.9896 5.73874.9896 5.73875.8598 5.7387

-0.1735 -0.15095.7312 5.73875.7312 5.73875.7399 5.7387

-0.1511 -0.15095.7387 5.7387

0.03047.4716


0.001031.6228 6.2587

4.8591 6.2587-0.0274 -0.13735.5731 6.25875.5731 6.25876.3583 6.2587







f=1/(xi+1)2

Kf=(F*L)/D




-0.1540 -0.13736.2535 6.25876.2535 6.25876.2594 6.2587

-0.1374 -0.13736.2587 6.2587

0.0255125.6362


0.001031.6228 6.4727

5.1075 6.4727-0.0274 -0.13175.8138 6.47275.8138 6.47276.5641 6.4727

-0.1464 -0.13176.4683 6.47276.4683 6.47276.4732 6.4727

-0.1318 -0.13176.4727 6.4727

0.023962.6484




f=1/(xi+1)2

Kf=(F*L)/D







f=1/(xi+1)2

Kf=(F*L)/D


0.001031.6228 6.4727

5.1075 6.4727-0.0274 -0.13175.8138 6.47275.8138 6.47276.5641 6.4727

-0.1464 -0.13176.4683 6.47276.4683 6.47276.4732 6.4727

-0.1318 -0.13176.4727 6.4727

0.023943.8539


0.001031.6228 6.7680

5.4556 6.7680-0.0272 -0.12346.1493 6.76806.1493 6.7680







f=1/(xi+1)2

Kf=(F*L)/D



NUEVA x1=1/f

6.8479 6.7680-0.1353 -0.12346.7646 6.76806.7646 6.76806.7684 6.7680

-0.1235 -0.12346.7680 6.7680

0.021898.8430



#DIV/0!




xi+1=xi((f(xi) xi)/(f(xi)-1))f=1/(xi+1)2

Kf=(F*L)/D







f=1/(xi+1)2

#DIV/0!



#DIV/0!#DIV/0!

Kf=(F*L)/D







f=1/(xi+1)2

Kf=(F*L)/D

interacion(4) interacion(5) interacion(6)VELOCIDADES reynolds f VELOCIDADES

7.4656 0.0409 0.1053 1.1E+04 0.0304 7.4710 0.0409 0.1053125.5425 7.9714 0.4211 2.1E+04 0.0255 125.6270 7.9767 0.421062.6033 12.5636 0.7487 2.9E+04 0.0239 62.6440 12.5716 0.748543.8223 9.0118 0.7487 2.9E+04 0.0239 43.8508 9.0174 0.748598.7759 100.7759 1.6846 4.3E+04 0.0218 98.8364 100.8364 1.6841#DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0!#DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0!


0.00085 0.00085


0.001031.6228

4.2584-0.02754.98964.98965.8598

-0.17355.73125.73125.7398

-0.1511










5.7387


0.001031.6228

4.8591-0.02745.57315.57316.3583

-0.15406.25356.25356.2593

-0.13746.2586


0.001031.6228

5.1075


Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D



-0.02745.81375.81376.5641

-0.14646.46836.46836.4732

-0.13186.4726


0.001031.6228

5.1075-0.02745.81375.81376.5641

-0.14646.46836.46836.4732






f=1/(xi+1)2

Kf=(F*L)/D







-0.13186.4726


0.001031.6228

5.4556-0.02726.14936.14936.8479

-0.13536.76466.76466.7684

-0.12356.7680


31.6228


f=1/(xi+1)2

Kf=(F*L)/D








f=1/(xi+1)2

Kf=(F*L)/D


x1=1/f NUEVA x1=1/f

#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!


31.6228#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!







Kf=(F*L)/D







#DIV/0!#DIV/0!#DIV/0!



Kf=(F*L)/D

interacion(6) interacion(7)reynolds f VELOCIDADES reynolds f

1.1E+04 0.0304 7.4716 0.0409 0.1053 1.1E+04 0.0304 7.4717 0.04092.1E+04 0.0255 125.6362 7.9773 0.4210 2.1E+04 0.0255 125.6372 7.97732.9E+04 0.0239 62.6484 12.5725 0.7484 2.9E+04 0.0239 62.6489 12.57262.9E+04 0.0239 43.8539 9.0180 0.7484 2.9E+04 0.0239 43.8542 9.01814.3E+04 0.0218 98.8430 100.8430 1.6840 4.3E+04 0.0218 98.8437 100.8437#DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0#DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0


0.00085 0.00085


5.73875.7387

-0.15095.73875.73875.7387

-0.15095.73875.73875.7387

-0.1509



5.73870.03047.4717


6.25866.2586

-0.13736.25866.25866.2586

-0.13736.25866.25866.2586

-0.13736.25860.0255

125.6372


6.47266.4726

-0.13176.47266.47266.4726

-0.13176.47266.47266.4726

-0.13176.47260.0239

62.6489


6.47266.4726

-0.13176.47266.47266.4726

-0.13176.47266.47266.4726

-0.13176.47260.0239

43.8542


6.76806.7680

-0.12346.76806.76806.7680

-0.12346.76806.76806.7680

-0.12346.76800.0218

98.8437


#DIV/0!



#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

PERDIDAS LOCALES PERDIDAS X FRICCIONVELOCIDADES

0.1052 0.0017 0.004220.4210 0.0181 1.134960.7484 0.0286 1.788680.7484 0.0514 1.252081.6840 0.2891 14.28674

0 0.0000 00 0.0000 0

SUMATORIAS= 0.3888 18.46668 0.04832.92786

PRESION EN UN PUNTO CUALQUIERAZ1 121.5Z2 109

HL 0.04832.92815

V(en el punto) 0.7485g 9.81

(del agua) 1000P(precion)= 9494.99

9.4950

hL=K(V2/2g) hf=(fL/D)(V2/2g)

Hf

Kg/m2

Kg/cm2

Datos Generales calculo del Diametro(x)Gasto(Q)= 0.0018 Gasto(Q)= 0.0018

Longitud(L)= 75 Longitud(L)= 7515 15

0.0000015 0.016.5 Diametro(X)mts 0.02663

Gravedad(g)= 9.81 pulgadas 1.049 3.1416

1.00E-06

ALGORITMO DE COLEBROK 10.0010

31.62286.0958

-0.02706.76646.76647.3801

-0.11847.31527.31527.3175

-0.11017.3173


31.62285.6727

-0.02726.35906.35907.0290

H=(Z1-Z2)= H=(Z1-Z2)Rugosidad()= f(propuesta)

K(total)=

Viscocidad()











f(x)= -2log((/3.71D)+((2.51*x1)/Re))

-0.12956.95226.95226.9554

-0.11906.9551


31.62285.6340

-0.02726.32176.32176.9968

-0.13056.91896.91896.9222

-0.11986.9218


31.62285.6304

-0.02726.31826.31826.9937

-0.13066.9157
















6.91576.9190

-0.11986.9187


31.62285.6300

-0.02726.31786.31786.9934

-0.13066.91546.91546.9187

-0.11986.9183










Diametros comerciales Interacion 1pulgadas metros AREAS VELOCIDAD REYNOLDS f

1 0.0254 0.0005 3.55 9.02E+04 0.01871.5 0.0381 0.0011 1.58 6.02E+04 0.0203

ALGORITMO DE COLEBROK 1

7.31737.3173

-0.11017.31737.31737.3173

-0.11017.31737.31737.3173

-0.11017.31730.0187



6.95516.9551

-0.11896.95516.95516.9551







f=1/(xi+1)2

Kf=(F*L)/D




-0.11896.95516.95516.9551

-0.11896.95510.0207



6.92186.9218

-0.11976.92186.92186.9218

-0.11976.92186.92186.9218

-0.11976.92180.0209


6.91876.9187

-0.11986.91876.91876.9187

-0.11986.9187




f=1/(xi+1)2

Kf=(F*L)/D







f=1/(xi+1)2





6.91876.9187

-0.11986.91870.0209


6.91836.9183

-0.11986.91836.91836.9183

-0.11986.91836.91836.9183

-0.11986.91830.0209



f=1/(xi+1)2







f=1/(xi+1)2

Interacion 1 Interacion 2gasto reynols f gasto

2.17 0.001098 5.51E+04 0.0207 2.07 0.0010502.49 0.002840 9.49E+04 0.0185 2.59 0.002952


31.62285.7488

-0.02716.43246.43247.0924

-0.12757.01787.01787.0208

-0.11747.0205

PERDIDAS hf=(fL/D)(V2/2g)


31.62286.1388

-0.02706.80776.80777.4156

V(salida) V(salida)








Kf=(F*L)/D




f(x)= -2log((/3.71D)+((2.51*x1)/Re)) f(x)= -2log((/3.71D)+((2.51*x1)/Re))

-0.11727.35187.35187.3540

-0.10927.3538

PERDIDAS hf=(fL/D)(V2/2g)


31.62286.1718

-0.02696.83936.83937.4428

-0.11647.37997.37997.3820

-0.10857.3818


31.62286.1745

-0.02696.84196.84197.4450

-0.11637.3822




f=1/(xi+1)2

Kf=(F*L)/D







xi+1=xi

Formula Daycy-w. Daniel

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