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Q(m^3/s)ks(mm) 0.0015 0.0000015 hf(m) v(m/s) hm(m)
L(m) 430 37.2 5.330 11.4375818Diam(mm) 200 0.2 25.7624182 4.363 7.66596823
°C 15 29.5340318 4.701 8.89684889suma.Km 7.9 28.3031511 4.593 8.49361703
H 37.2 28.706383 4.628 8.62555678Viscocidad 0.000001145 28.5744432 4.617 8.58236827G(m/s^2) 9.81 28.6176317 4.621 8.59650356
pi 3.141592 28.6034964 4.619 8.59187699E 0.0001 28.608123 4.620 8.59339127
28.6066087 4.620 8.5928956428.6071044 4.620 8.5930578628.6069421 4.620 8.5930047728.6069952 4.620 8.59302215
hf(i+1) Q(m^3/s) E|hf-hfi+1| ( -2*raiz(2*g*D) /raiz(L))25.7624182 0.167438 11.4375818283641 -1.1652838759838329.5340318 0.137078 3.7716136020487 -0.96973613723791328.3031511 0.147674 1.23088066514762 -1.0382970882817328.706383 0.144289 0.403231860478986 -1.01643043871347
28.5744432 0.145405 0.131939752088492 -1.0236453181640828.6176317 0.145041 0.0431885156561513 -1.0212901789459228.6034964 0.145160 0.014135296014107 -1.0220616962156628.608123 0.145121 0.00462657798699695 -1.02180924819359
28.6066087 0.145134 0.00151428933424569 -1.0218918830042428.6071044 0.145129 0.000495632532363288 -1.0218648371813428.6069421 0.145131 0.000162222131386613 -1.0218736894585928.6069952 0.145130 5.30958541808957E-05 -1.0218707920880528.6069779 0.145131 1.73784505186347E-05 -1.02187174040817
(ks/(3,71*D)) (2,51*v*raiz(L))/raiz(2*g*D)/raiz(L))2.02156334E-06 2.46630890483537E-052.02156334E-06 2.96364123150637E-052.02156334E-06 2.76794573772338E-052.02156334E-06 2.82749304874977E-052.02156334E-06 2.80756425004166E-052.02156334E-06 2.81403861433999E-052.02156334E-06 2.81191439875032E-052.02156334E-06 2.8126091098517E-052.02156334E-06 2.81238166952744E-052.02156334E-06 2.81245610518056E-052.02156334E-06 2.81243174146374E-052.02156334E-06 2.81243971571737E-052.02156334E-06 2.81243710570963E-05
Q L z D e g
(m) (m) (m) (m) (m) %0.042 970 16 1.50E-06 0.15 9.4 80% 9.81
area V Re f
(m/s) (m) - - -0.0177 2.377 2.70634172 3.12E+05 0.00001 0.01446
prueba logica hf H0.001 0.01939 -0.01839 no (m) (m)
0.01939 0.01404 0.00535 no 26.922 45.6280.01404 0.01450 -0.00046 no0.01450 0.01446 0.00005 si0.01446 0.01446 0.00000 si0.01446 0.01446 0.00000 si0.01446 0.01446 0.00000 si
ks km
(m3/s) (m/s2)
hm Ks/d
(m2)
fi fi+1 fi-fi+1
ν ρ
1.14E-06 999.1
Pot(KW) (KW)
18.783 15.026
(m2/s) (kg/m3)
Pot*e
Q L Pot D hipotético g
(m) (m) (m) (KW) (m)0.85 1680 0.000046 6.8 800 10 9.81
prueba N°1
prueba logica
fDi D Di-D prueba logica
ks km
(m3/s) (m/s2)
fi fi+1 fi-fi+1
νisc. ∆z hr H hf V
(m) (m) (m) (m) (m/s)1.14E-06 126 95.94 30.06 #DIV/0! #DIV/0!
(m2/s)
CALCULO DE LA RUGOSIDAD ABSOLUTA O CALIBRACION DE LA TUBERIA
DATOS DEL EJERCICIOL(m) 2800D(m) 1.2Km 16.4 perdida por friccion
Q(m3/s) 3.72 hf 22.95672H(m) 32
viscosidad 0.00000117A(m2) 1.130973355V(m/s) 3.289202157
hm 9.043280002 factor de friccionRe 3373540.674 f 0.017842303
gravedad 9.81
10^(1/2*raiz(f)0.0001806292,51/(re*raiz(f 5.57009E-06
3,71*d 4.452
Calcular la rugosidad absoluta con la ecuacionKs(m) 0.000779361332541972
Ks(mm) 0.779361332541972
CALCULO DE LA RUGOSIDAD ABSOLUTA O CALIBRACION DE LA TUBERIA