Taller Caudales Higraulica
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TALLER CAUDALES HIGRAULICA PEDRO SANTIAGO REYES MEDINA COD: 201220072
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Transcript of Taller Caudales Higraulica
TALLER CAUDALES HIGRAULICA
PEDRO SANTIAGO REYES MEDINACOD: 201220072
UNIVERSIDAD PEDAGGICA Y TECNOLGICA DE COLOMBIAFACULTAD DE INGENIERAINGENIERA CIVILTUNJA20151. Hallar el valor de los caudales en el siguiente sistema de redes cerradas presentado en la figura por correccin de caudales:
TUBOLONGITUD (M)DIMETRO (M)KsfC
A-B3000.30.000260.01896894193.578195
A-D2500.250.000260.01982428419.5037
B-C3500.20.000260.020952241894.29141
B-G1250.20.000260.02095224676.532646
G-H3500.20.000260.020952241894.29141
C-H1250.20.000260.02095224676.532646
D-E3000.20.000260.020952241623.67835
G-E1250.150.000260.022554283068.88839
E-F3500.20.000260.020952241894.29141
H-F1250.150.000260.022554283068.88839
Iteracin 1
Circuito 1
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
A-B3000.32.60E-040.01896894193.5781950.218.5367984140.6514210.20206445
B-G1250.22.60E-040.02095224676.5326460.1413.260039994.71457050.13206445
G-E1250.152.60E-040.022554283068.888390.010.3068888430.68888390.00206445
A-D2500.252.60E-040.01982428419.5037-0.09-3.3979799737.755333-0.09793555
D-E3000.22.60E-040.020952241623.67835-0.09-13.1517946146.131052-0.09793555
5.5539525349.94126
h-0.00793555
ITERACION 1
Iteracin 1
Circuito 2
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
B-C3500.22.60E-040.020952241894.291410.079.28202791132.6003990.177452512
B-G1250.22.60E-040.02095224676.532646-0.13206445-11.799418889.345912-0.024611938
G-H3500.22.60E-040.020952241894.29141-0.3-170.486227568.287423-0.192547488
C-H1250.22.60E-040.02095224676.5326460.020.2706130613.53065290.127452512
-172.733005803.764386
h0.107452512
Iteracin 1
Circuito 3
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
G-H3500.22.60E-040.020952241894.291410.1925474970.2299735364.741053-0.002802304
G-E1250.152.60E-040.022554283068.88839-0.00206445-0.013079466.33556764-0.197414243
E-F3500.22.60E-040.020952241894.29141-0.1-18.9429141189.429141-0.295349792
H-F1250.152.60E-040.022554283068.888390.5767.2220991534.44420.304650208
818.4960792094.94996
h-0.195349792
ITERACION 2 Iteracin 2
Circuito 1
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
A-B3000.32.60E-040.01896894193.5781950.202064457.9038058639.11527160.139213387
B-G1250.22.60E-040.02095224676.5326460.024611940.4098079716.6507798-0.038239125
G-E1250.152.60E-040.022554283068.888390.19741424119.601895605.8422780.134563179
A-D2500.252.60E-040.01982428419.5037-0.09793555-4.0236159941.0843254-0.160786613
D-E3000.22.60E-040.020952241623.67835-0.09793555-15.5733029159.015832-0.160786613
108.318589861.708487
h-0.062851063
Iteracin 2
Circuito 2
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
B-C3500.22.60E-040.020952241894.291410.1774525159.6500885336.1467690.079170641
B-G1250.22.60E-040.02095224676.532646-0.03823912-0.9892467925.8700164-0.136520996
G-H3500.22.60E-040.020952241894.29141-0.0028023-0.01487575.30838085-0.101084175
C-H1250.22.60E-040.02095224676.5326460.2706130649.5434514183.0785690.172331188
108.189417550.403735
h-0.098281871
Iteracin 2
Circuito 3
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
G-H3500.22.60E-040.020952241894.291410.1010841719.3558894191.4828840.081222477
G-E1250.152.60E-040.022554283068.88839-0.13456318-55.569127412.959379-0.154424877
E-F3500.22.60E-040.020952241894.29141-0.29534979-165.241881559.478574-0.315211491
H-F1250.152.60E-040.022554283068.888390.30465021284.8289934.9374870.284788509
83.37378122098.85832
h-0.019861698
ITERACION 3Iteracin 3
Circuito 1
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
A-B3000.32.60E-040.01896894193.5781950.139213393.7516164926.94867620.119292498
B-G1250.22.60E-040.02095224676.5326460.13652112.609203592.36091050.116600106
G-E1250.152.60E-040.022554283068.888390.1544248873.1839128473.9127140.134503988
A-D2500.252.60E-040.01982428419.5037-0.16078661-10.845150267.4505791-0.180707502
D-E3000.22.60E-040.020952241623.67835-0.16078661-41.9758766261.065743-0.180707502
36.7237061921.738623
h-0.019920889
Iteracin 3
Circuito 2
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
B-C3500.22.60E-040.020952241894.291410.0791706411.8734004149.9722660.068885876
B-G1250.22.60E-040.02095224676.532646-0.11660011-9.1978569878.8837786-0.126884872
G-H3500.22.60E-040.020952241894.29141-0.08122248-12.4968123153.85904-0.091507242
C-H1250.22.60E-040.02095224676.5326460.1723311920.0916924116.5876740.162046422
10.2704236499.302759
h-0.010284765
Iteracin 3
Circuito 3
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
G-H3500.22.60E-040.020952241894.291410.0915072415.8619919173.3413830.086396222
G-E1250.152.60E-040.022554283068.88839-0.13450399-55.5202507412.777728-0.139615009
E-F3500.22.60E-040.020952241894.29141-0.31521149-188.213543597.102419-0.320322511
H-F1250.152.60E-040.022554283068.888390.28478851248.900644873.9841520.279677489
21.02884172057.20568
h-0.005111021
ITERACION 4Iteracin 4
Circuito 1
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
A-B3000.32.60E-040.01896894193.5781950.11929252.7547532223.09242640.115572011
B-G1250.22.60E-040.02095224676.5326460.1268848710.892020585.84175820.123164385
G-E1250.152.60E-040.022554283068.888390.1396150159.8198489428.4628810.135894522
A-D2500.252.60E-040.01982428419.5037-0.1807075-13.698977875.8074658-0.184427989
D-E3000.22.60E-040.020952241623.67835-0.180708-53.0215436293.410859-0.184427989
6.74610126906.61539
h-0.003720487
Iteracin 4
Circuito 2
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
B-C3500.22.60E-040.020952241894.291410.068885888.98891259130.4899230.066471811
B-G1250.22.60E-040.02095224676.532646-0.12316439-10.262638883.3247274-0.12557845
G-H3500.22.60E-040.020952241894.29141-0.08639622-14.1395728163.65962-0.088810286
C-H1250.22.60E-040.02095224676.5326460.1620464217.7650998109.6296950.159632358
2.35180079487.103965
h-0.002414065
Iteracin 4
Circuito 3
TUBOLONGITUD (M)DIMETRO (M)KsfC DarcyQ (m^3/s)hfhf/Q (m^3/s)Q corregido (m^3/s)
G-H3500.22.60E-040.020952241894.291410.0888102914.9407819168.2325620.087847794
G-E1250.152.60E-040.022554283068.88839-0.13589452-56.6741475417.045122-0.136857014
E-F3500.22.60E-040.020952241894.29141-0.32032251-194.366633606.784181-0.321285003
H-F1250.152.60E-040.022554283068.888390.27967749240.046909858.2990.278714997
3.946910542050.36086
h-0.000962492
2. Hallar el valor de los caudales en el siguiente sistema de redes cerradas presentado en la figura por correccin de cotas:
TUBOLONGITUD (M)DIMETRO (M)KsfC
A-B3000.30.000260.01896894193.578195
A-D2500.250.000260.01982428419.5037
B-C3500.20.000260.020952241894.29141
B-G1250.20.000260.02095224676.532646
G-H3500.20.000260.020952241894.29141
C-H1250.20.000260.02095224676.532646
D-E3000.20.000260.020952241623.67835
G-E1250.150.000260.022554283068.88839
E-F3500.20.000260.020952241894.29141
H-F1250.150.000260.022554283068.88839
NudoCotaCorreccin 1Correccin 2Correccin 3Correccin 4
A102102102102102
B9494.372701194.188113294.559950195.0158781
C8281.660803581.969847982.284602782.0228019
D9998.719788898.3881363100.62188299.1121156
E8684.377980994.2528486.374196279.4463965
F7169.752214675.119073171.659499967.3483893
G8584.515516785.683526287.125159274.1375366
H8181.528647381.808817582.711566981.1041859
ITERACION 1Nudo B
TuboChf (m)Q'(m^3/s)Q'/hf(m^3/s)
A-B193.57819580.20330.0254
B-G676.532646-9-0.11530.0128
B-C1894.29141-12-0.07960.0066
0.00840.0449
correccin=0.373
Nudo C
TuboChfQ'(m^3/s)Q'/hf(m^3/s)
B-C1894.29112.3730.0810.007
C-H676.533-1.000-0.0380.038
-0.050
-0.0080.045
correccin=-0.339
Nudo G
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
B-G676.5339.3730.1180.013
G-E3068.8881.0000.0180.018
G-H1894.291-4.000-0.0460.011
-0.100
-0.0100.042
correccin=-0.484
Nudo H
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
G-H1894.2913.5160.0430.012
C-H676.5330.6610.0310.047
H-F3068.888-10.000-0.0570.006
0.0170.065
Nudo Dcorreccin=-249.797
Nudo Dcorreccin=-249.797
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
A-D419.5043.0000.0850.028
D-E1623.678-13.000-0.0890.007
-0.0050.035
correccin=-0.280
Nudo E
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
D-E1623.67812.7200.0890.007
G-E3068.888-1.484-0.0220.015
E-F1894.291-15.000-0.0890.006
-0.0220.028
correccin=-1.622
Nudo F
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
E-F1894.29113.3780.0840.006
H-F3068.88810.5290.0590.006
-0.150
-0.0070.012
correccin=-1.24778535
ITERACION 2 Nudo B
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
A-B193.5787.6270.1980.026
B-G676.533-9.857-0.1210.012
B-C1894.291-12.712-0.0820.006
-0.0040.045
Nudo Ccorreccin=-0.185
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
B-C1894.29112.5270.0810.006
C-H676.533-0.132-0.0140.106
-0.050
0.0170.112
Nudo Gcorreccin=0.309
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
B-G676.5339.6730.1200.012
G-E3068.888-0.1380.007-0.049
G-H1894.291-2.987-0.0400.013
-0.1
-0.0134-0.0230
Nudo Hcorreccin=1.168
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
G-H1894.2914.1550.0470.011
C-H676.5330.4410.0260.058
H-F3068.888-11.776-0.0620.005
0.0100.074
Nudo Dcorreccin=0.280
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
A-D419.5043.2800.0880.027
D-E1623.678-14.342-0.0940.007
-0.0060.034
correccin=-0.332
Nudo Ecorreccin=-0.332
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
D-E1623.67814.0100.0930.007
G-E3068.8881.306-0.021-0.016
E-F1894.291-14.626-0.0880.006
-0.016-0.003
Nudo Fcorreccin=9.875
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
E-F1894.29124.5010.1140.005
H-F3068.88812.0570.0630.005
-0.15
0.0260.010
correccin=5.367
ITERACION 3Nudo B
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
A-B193.5787.8120.2010.026
B-G676.533-8.505-0.1120.013
B-C1894.291-12.218-0.0800.007
0.0080.045
Nudo Ccorreccin=0.372
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
B-C1894.29112.5900.0820.006
C-H676.533-0.161-0.0150.096
-0.050
0.0160.102
Nudo Gcorreccin=0.315
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
B-G676.5338.8760.1150.013
G-E3068.8888.5690.0530.006
G-H1894.291-3.875-0.0450.012
-0.100
0.0220.031
Nudo Hcorreccin=1.442
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
G-H1894.2915.3160.0530.010
C-H676.5330.4760.0270.056
H-F3068.888-6.690-0.0470.007
0.0330.073
Nudo Dcorreccin=0.903
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
A-D419.5043.6120.0930.026
D-E1623.678-4.135-0.0500.012
0.0420.038
correccin=2.234
Nudo E
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
D-E1623.6786.3690.0630.010
G-E3068.888-7.128-0.0480.007
E-F1894.291-19.134-0.1010.005
-0.0860.022
Nudo Fcorreccin=-7.879
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
E-F1894.29111.2550.0770.007
H-F3068.8887.5920.0500.007
-0.150
-0.0230.013
correccin=-3.460
ITERACION 4Nudo B
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
A-B193.5787.4400.1960.026
B-G676.533-7.435-0.1050.014
B-C1894.291-12.275-0.0800.007
0.0110.047
Nudo Ccorreccin=0.456
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
B-C1894.29112.7310.0820.006
C-H676.5330.427-0.025-0.059
-0.050
0.007-0.052
Nudo Gcorreccin=-0.262
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
B-G676.5337.8910.1080.014
G-E3068.888-0.7510.016-0.021
G-H1894.291-4.414-0.0480.011
-0.100
-0.0250.004
Nudo Hcorreccin=-12.988
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
G-H1894.291-8.5740.067-0.008
C-H676.533-0.6890.032-0.046
H-F3068.888-11.052-0.0600.005
0.039-0.049
Nudo Dcorreccin=-1.607
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
A-D419.5041.3780.0570.042
D-E1623.678-14.248-0.0940.007
-0.0360.048
correccin=-1.510
Nudo E
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
D-E1623.67812.7380.0890.007
G-E3068.888-12.237-0.0630.005
E-F1894.291-14.715-0.0880.006
-0.0630.018
Nudo Fcorreccin=-6.928
TuboChf(m)Q'(m^3/s)Q'/hf(m^3/s)
E-F1894.2917.7870.0640.008
H-F3068.8889.4450.0550.006
-0.150
-0.0300.014
correccin=-4.311
3. Ejercicio 9.51 Shaum.
Tubo L(m)D(m)ksfC. darcyElevacin
161000.40.0020.030367481495.3298276.2
212200.50.0020.0284155691.698951951.8
312200.30.0020.033195491377.6248564.6
442700.40.0020.030367481046.7308773.21
Nodo D
Iteracin 1
NODO D COTA SUPUESTA74
Tubohf(m)Q(m^3/s)Q/hf
12.20.0383568420.01743493
2-25.2-0.524225430.0208026
3-9.4-0.08260350.00878761
4-0.79-0.027472360.03477514
-0.595944450.08180027
h-14.57071999
Cota corregida nodo D59.42928
Nodo D
Iteracin 2
NODO D COTA SUPUESTA59.42928001
Tubohf(m)Q(m^3/s)Q/hf
116.770719990.1059027790.00631474
2-10.62928001-0.340462860.03203066
35.1707199860.061264660.01184838
413.780719990.1147409490.00832619
-0.058554470.05851998
h-2.001178761
Cota corregida nodo D57.4281013
Nodo D
Iteracin 3
NODO D COTA SUPUESTA57.42810125
Tubohf(m)Q(m^3/s)Q/hf
118.771898750.1120432260.00596867
2-8.628101252-0.306743540.03555169
37.1718987480.0721525340.01006045
415.781898750.1227897490.00778042
0.0002419650.05936122
h0.0081523
Cota corregida nodo D57.4362536
Nodo D
Iteracin 4
NODO D COTA SUPUESTA57.43625355
Tubohf(m)Q(m^3/s)Q/hf
118.763746450.1120188940.00596996
2-8.636253552-0.306888420.0355349
37.1637464480.0721115150.01006617
415.773746450.122758030.00778243
1.58158E-080.05935347
h5.32937E-07
Cota corregida nodo D57.4362541
Nodo D
Iteracin 5
NODO D COTA SUPUESTA57.43625409
Tubohf(m)Q(m^3/s)Q/hf
118.763745910.1120188930.00596996
2-8.636254085-0.306888430.0355349
37.1637459150.0721115120.01006617
415.773745910.1227580280.00778243
00.05935347
h0
Cota corregida nodo D57.4362541
