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trabajo para la distribucion de agua potable por el metodo de cross
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APLICACIÓN DEL METOD DE HARDY CROSS
Q Para el esquema y la informacion mostrada se pide:Φ3 Φ3L1 L1 Q1 DATOS
L2
A B C
L2
DESCRIPCION VALORFLUIDO H20
1 2 COEFICIENTE 100.00
Φ4 Φ2 Φ2 H. ELEVAC. A 60.00
H. ELEVAC. I 30.00
H. PRESION 45.00
L1 900.00
L2 1200.00
F E D Q2 Φ1 30.00
L2
Φ2 Φ1
L2
Φ2 40.00
Q6 Φ3 50.00
Φ4 60.00
Q 400.00
Φ2 Φ4 Φ1 Q1 40.00
3 4 Q2 100.00
Q3 80.00
Q4 80.00
G H I Q5 80.00
L1 L1 Q6 20.00
Φ2 Φ1 Q3 NOTA: Cada alumno debe procesar la tarea con los datos que le corresponde, según el apellido paternoQ5 Q4
CALCULAR:1.- Los caudales a traves de la red de tuberias2.- La altura de presion en I
UNIDAD ALONZO AVELLANEDA CALDERON CAMAYO CARDENAS CHAMORRO DELCHAMORRO LOPH20 H20 H20 H20 H20 H20 H20
100.00 100.00 100.00 100.00 100.00 100.00 100.00
m 62.00 66.00 69.00 72.00 75.00 78.00 81.00
m 31.00 32.00 33.00 36.00 38.00 39.00 41.00
m 46.00 47.00 50.00 54.00 56.00 59.00 61.00
m 927.00 945.00 990.00 1080.00 1125.00 1170.00 1215.00
m 1236.00 1260.00 1320.00 1440.00 1500.00 1560.00 1620.00
cm 31.00 32.00 33.00 36.00 38.00 39.00 41.00
cm 41.00 42.00 44.00 48.00 50.00 52.00 54.00
cm 52.00 53.00 55.00 60.00 63.00 65.00 68.00
cm 62.00 63.00 66.00 72.00 75.00 78.00 81.00
lts/seg 412.00 420.00 440.00 480.00 500.00 520.00 540.00
lts/seg 41.00 42.00 44.00 48.00 50.00 52.00 54.00
lts/seg 103.00 105.00 110.00 120.00 125.00 130.00 135.00
lts/seg 82.00 84.00 88.00 96.00 100.00 104.00 108.00
lts/seg 82.00 84.00 88.00 96.00 100.00 104.00 108.00
lts/seg 82.00 84.00 88.00 96.00 100.00 104.00 108.00
lts/seg 21.00 21.00 22.00 24.00 25.00 26.00 27.00
NOTA: Cada alumno debe procesar la tarea con los datos que le corresponde, según el apellido paterno
DE LA O GORA HUAYRE LANASCA LIMA MALLQUI QUISPE REVILLAH20 H20 H20 H20 H20 H20 H20 H20
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00
84.00 87.00 90.00 93.00 96.00 99.00 60.00 57.00
42.00 44.00 45.00 47.00 48.00 50.00 30.00 29.00
63.00 65.00 68.00 70.00 72.00 74.00 45.00 43.00
1260.00 1305.00 1350.00 1395.00 1440.00 1485.00 900.00 855.00
1680.00 1740.00 1800.00 1860.00 1920.00 1980.00 1200.00 1140.00
42.00 44.00 45.00 47.00 48.00 50.00 30.00 29.00
56.00 58.00 60.00 62.00 64.00 66.00 40.00 38.00
70.00 73.00 75.00 78.00 80.00 83.00 50.00 48.00
84.00 87.00 90.00 93.00 96.00 99.00 60.00 57.00
560.00 580.00 600.00 620.00 640.00 660.00 400.00 380.00
56.00 58.00 60.00 62.00 64.00 66.00 40.00 38.00
140.00 145.00 150.00 155.00 160.00 165.00 100.00 95.00
112.00 116.00 120.00 124.00 128.00 132.00 80.00 76.00
112.00 116.00 120.00 124.00 128.00 132.00 80.00 76.00
112.00 116.00 120.00 124.00 128.00 132.00 80.00 76.00
28.00 29.00 30.00 31.00 32.00 33.00 20.00 19.00
ROMAN SANDOVAL ZUÑIGAH20 H20 H20
100.00 100.00 100.00
54.00 51.00 48.00
27.00 26.00 24.00
41.00 38.00 36.00
810.00 765.00 720.00
1080.00 1020.00 960.00
27.00 26.00 24.00
36.00 34.00 32.00
45.00 43.00 40.00
54.00 51.00 48.00
360.00 340.00 320.00
36.00 34.00 32.00
90.00 85.00 80.00
72.00 68.00 64.00
72.00 68.00 64.00
72.00 68.00 64.00
18.00 17.00 16.00
METODO DE HARDY CROSSUTILIZANDO EN EL CALCULO MEDIANTE LAS ECUACIONES DE HAZEN WILLIAMS
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
ΔQ
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 900 100 160 2.10 1.890 0.0118 12.68 172.7BE 0.40 1200 100 40 0.48 0.575 0.0144 7.34 47.3EF 0.40 900 100 -80 1.73 -1.555 0.0194 -6.61 -86.6FA 0.60 1200 100 -240 1.83 -2.195 0.0091 12.68 -227.3
Σ = -1.285 0.0548 12.68
2BC 0.50 900 100 120 1.23 1.110 0.0092 5.34 125.3CD 0.40 1200 100 80 1.73 2.073 0.0259 5.34 85.3DE 0.30 900 100 -60 4.12 -3.707 0.0618 10.10 -49.9EB 0.40 1200 100 -40 0.48 -0.575 0.0144 -7.34 -47.3
Σ = -1.099 0.1113 5.34
3FE 0.40 900 100 80 1.73 1.555 0.0194 6.61 86.6EH 0.30 1200 100 40 1.95 2.335 0.0584 24.05 64.1HG 0.40 900 100 -80 1.73 -1.555 0.0194 19.29 -60.7GF 0.40 1200 100 -160 6.23 -7.472 0.0467 19.29 -140.7
Σ = -5.137 0.1439 19.29
4ED 0.30 900 100 60 4.12 3.707 0.0618 -10.10 49.9DI 0.30 1200 100 40 1.95 2.335 0.0584 -4.76 35.2IH 0.30 900 100 -40 1.95 -1.751 0.0438 -4.76 -44.8HE 0.30 1200 100 -40 1.95 -2.335 0.0584 -24.05 -64.1
Σ = 1.956 0.2223 -4.76
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
ΔQ
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 900 100 172.7 2.42 2.177 0.0126 7.59 180.3BE 0.40 1200 100 47.3 0.65 0.784 0.0166 8.18 55.5EF 0.40 900 100 -86.6 2.00 -1.800 0.0208 9.43 -77.2FA 0.60 1200 100 -227.3 1.65 -1.985 0.0087 7.59 -219.7
Σ = -0.824 0.0587 7.59
2BC 0.50 900 100 125.3 1.34 1.202 0.0096 -0.59 124.7CD 0.40 1200 100 85.3 1.94 2.334 0.0274 -0.59 84.7DE 0.30 900 100 -49.9 2.93 -2.636 0.0528 -7.93 -57.8EB 0.40 1200 100 -47.3 0.65 -0.784 0.0166 -8.18 -55.5
Σ = 0.116 0.1064 -0.59
3FE 0.40 900 100 86.6 2.00 1.800 0.0208 -9.43 77.2EH 0.30 1200 100 64.1 4.65 5.586 0.0871 -9.18 54.9HG 0.40 900 100 -60.7 1.04 -0.933 0.0154 -1.84 -62.5
LAZO O CIRCUITO
CAUDAL SUPUESTO h/QO Q1 (Lt/s)
QO (Lt/s)
LAZO O CIRCUITO
CAUDAL SUPUESTO h/QO Q2 (Lt/s)
QO (Lt/s)
3GF 0.40 1200 100 -140.7 4.91 -5.891 0.0419 -1.84 -142.5
Σ = 0.562 0.1652 -1.84
4ED 0.30 900 100 49.9 2.93 2.636 0.0528 7.93 57.8DI 0.30 1200 100 35.2 1.54 1.843 0.0524 7.34 42.5IH 0.30 900 100 -44.8 2.40 -2.159 0.0482 7.34 -37.5HE 0.30 1200 100 -64.1 4.65 -5.586 0.0871 9.18 -54.9
Σ = -3.266 0.2405 7.34
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
ΔQ
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 900 100 180.3 2.62 2.357 0.0131 -0.83 179.5BE 0.40 1200 100 55.5 0.88 1.054 0.0190 -5.60 49.9EF 0.40 900 100 -77.2 1.62 -1.455 0.0189 -5.65 -82.9FA 0.60 1200 100 -219.7 1.55 -1.864 0.0085 -0.83 -220.5
Σ = 0.092 0.0594 -0.83
2BC 0.50 900 100 124.7 1.32 1.192 0.0096 4.76 129.5CD 0.40 1200 100 84.7 1.92 2.304 0.0272 4.76 89.5DE 0.30 900 100 -57.8 3.84 -3.460 0.0599 5.49 -52.3EB 0.40 1200 100 -55.5 0.88 -1.054 0.0190 5.60 -49.9
Σ = -1.018 0.1156 4.76
3FE 0.40 900 100 77.2 1.62 1.455 0.0189 5.65 82.9EH 0.30 1200 100 54.9 3.49 4.194 0.0764 5.55 60.4HG 0.40 900 100 -62.5 1.09 -0.985 0.0158 4.82 -57.7GF 0.40 1200 100 -142.5 5.03 -6.031 0.0423 4.82 -137.7
Σ = -1.366 0.1533 4.82
4ED 0.30 900 100 57.8 3.84 3.460 0.0599 -5.49 52.3DI 0.30 1200 100 42.5 2.18 2.612 0.0615 -0.73 41.8IH 0.30 900 100 -37.5 1.73 -1.554 0.0414 -0.73 -38.2HE 0.30 1200 100 -54.9 3.49 -4.194 0.0764 -5.55 -60.4
Σ = 0.324 0.2391 -0.73
LAZO O CIRCUITO
CAUDAL SUPUESTO h/QO Q2 (Lt/s)
QO (Lt/s)
0548.085.1285.1
1Q
1113.085.1099.1
2Q
1439.085.1137.5
3Q
2223.085.1
956.14Q
0587.085.1824.0
1Q
1064.085.11160.0
2Q
1652.085.1
562.03Q
871,4851,1
851,1
0301,0DC
Qh
1652.085.1
562.03Q
2405.085.1266.3
4Q
APLICACIÓN DEL METOD DE HARDY CROSS
Q Para el esquema y la informacion mostrada se pide:Φ3 Φ3L1 L1 Q1 DATOS
L2
A B C
L2
DESCRIPCIONFLUIDO
1 2 COEFICIENTE
Φ4 Φ2 Φ2 H. ELEVAC. A
H. ELEVAC. I
H. PRESION
L1
L2
F E D Q2 Φ1
L2
Φ2 Φ1
L2
Φ2
Q6 Φ3
Φ4
Q
Φ2 Φ4 Φ1 Q1
3 4 Q2
Q3
Q4
G H I Q5
L1 L1 Q6
Φ2 Φ1 Q3 NOTA: Cada alumno debe procesar la tarea con los datos que le corresponde, según el apellido paternoQ5 Q4
CALCULAR: aleatorio(350.420)1.- Los caudales a traves de la red de tuberias 381.02.- La altura de presion en I Q2 388.0
Q3 393.0Q4 410.0Q5 406.0PROM 406.2
VALOR UNIDAD ALONZO AVELLANEDA CALDERON CAMAYO CARDENAS CHAMORRO DELH20 H20 H20 H20 H20 H20 H20
100.00 100.00 100.00 100.00 100.00 100.00 100.00
60.00 m 62.00 66.00 69.00 72.00 75.00 78.00
30.00 m 31.00 32.00 33.00 36.00 38.00 39.00
45.00 m 46.00 47.00 50.00 54.00 56.00 59.00
302.49 m 312.00 318.00 333.00 363.00 378.00 393.00
403.32 m 415.00 423.00 444.00 484.00 504.00 524.00
30.00 cm 31.00 32.00 33.00 36.00 38.00 39.00
40.00 cm 41.00 42.00 44.00 48.00 50.00 52.00
50.00 cm 52.00 53.00 55.00 60.00 63.00 65.00
60.00 cm 62.00 63.00 66.00 72.00 75.00 78.00
406.20 lts/seg 418.00 427.00 447.00 487.00 508.00 528.00
40.00 lts/seg 41.00 42.00 44.00 48.00 50.00 52.00
100.00 lts/seg 103.00 105.00 110.00 120.00 125.00 130.00
80.00 lts/seg 82.00 84.00 88.00 96.00 100.00 104.00
80.00 lts/seg 82.00 84.00 88.00 96.00 100.00 104.00
80.00 lts/seg 82.00 84.00 88.00 96.00 100.00 104.00
20.00 lts/seg 21.00 21.00 22.00 24.00 25.00 26.00
NOTA: Cada alumno debe procesar la tarea con los datos que le corresponde, según el apellido paterno
aleatorio(0.80,1.05)
0.9703
1.6371 L1 0.3361*900
0.5036 L2 0.3361*1200
1.8634
PROM 0.3361
CHAMORRO LOP DE LA O GORA HUAYRE LANASCA LIMA MALLQUI QUISPEH20 H20 H20 H20 H20 H20 H20 H20
100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00
81.00 84.00 87.00 90.00 93.00 96.00 99.00 60.00
41.00 42.00 44.00 45.00 47.00 48.00 50.00 30.00
61.00 63.00 65.00 68.00 70.00 72.00 74.00 45.00
408.00 423.00 439.00 454.00 469.00 484.00 499.00 302.00
544.00 565.00 585.00 605.00 625.00 645.00 665.00 403.00
41.00 42.00 44.00 45.00 47.00 48.00 50.00 30.00
54.00 56.00 58.00 60.00 62.00 64.00 66.00 40.00
68.00 70.00 73.00 75.00 78.00 80.00 83.00 50.00
81.00 84.00 87.00 90.00 93.00 96.00 99.00 60.00
548.00 569.00 589.00 609.00 630.00 650.00 670.00 406.00
54.00 56.00 58.00 60.00 62.00 64.00 66.00 40.00
135.00 140.00 145.00 150.00 155.00 160.00 165.00 100.00
108.00 112.00 116.00 120.00 124.00 128.00 132.00 80.00
108.00 112.00 116.00 120.00 124.00 128.00 132.00 80.00
108.00 112.00 116.00 120.00 124.00 128.00 132.00 80.00
27.00 28.00 29.00 30.00 31.00 32.00 33.00 20.00
REVILLA ROMAN SANDOVAL ZUÑIGAH20 H20 H20 H20
100.00 100.00 100.00 100.00
57.00 54.00 51.00 48.00
29.00 27.00 26.00 24.00
43.00 41.00 38.00 36.00
287.00 272.00 257.00 242.00
383.00 363.00 343.00 323.00
29.00 27.00 26.00 24.00
38.00 36.00 34.00 32.00
48.00 45.00 43.00 40.00
57.00 54.00 51.00 48.00
386.00 366.00 345.00 325.00
38.00 36.00 34.00 32.00
95.00 90.00 85.00 80.00
76.00 72.00 68.00 64.00
76.00 72.00 68.00 64.00
76.00 72.00 68.00 64.00
19.00 18.00 17.00 16.00
METODO DE HARDY CROSSUTILIZANDO EN EL CALCULO MEDIANTE LAS ECUACIONES DE HAZEN WILLIAMS
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 302.49 100 160.00 2.10 0.635BE 0.40 403.32 100 40.00 0.48 0.193EF 0.40 302.49 100 -80.00 1.73 -0.522FA 0.60 403.32 100 -240.00 1.83 -0.738
Σ = -0.432
2BC 0.50 302.49 100 120.00 1.23 0.373CD 0.40 403.32 100 80.00 1.73 0.697DE 0.30 302.49 100 -60.00 4.12 -1.246EB 0.40 403.32 100 -40.00 0.48 -0.193
Σ = -0.370
3FE 0.40 302.49 100 80.00 1.73 0.522EH 0.30 403.32 100 40.00 1.95 0.785HG 0.40 302.49 100 -80.00 1.73 -0.522GF 0.40 403.32 100 -160.00 6.23 -2.511
Σ = -1.727
4ED 0.30 302.49 100 60.00 4.12 1.246DI 0.30 403.32 100 40.00 1.95 0.785IH 0.30 302.49 100 -40.00 1.95 -0.588HE 0.30 403.32 100 -40.00 1.95 -0.785
Σ = 0.657
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 302.49 100 172.70 2.42 0.732BE 0.40 403.32 100 47.30 0.65 0.263EF 0.40 302.49 100 -86.60 2.00 -0.605FA 0.60 403.32 100 -227.30 1.65 -0.667
Σ = -0.277
2BC 0.50 302.49 100 125.30 1.34 0.404CD 0.40 403.32 100 85.30 1.94 0.784DE 0.30 302.49 100 -49.90 2.93 -0.886EB 0.40 403.32 100 -47.30 0.65 -0.263
Σ = 0.039
3FE 0.40 302.49 100 86.60 2.00 0.605EH 0.30 403.32 100 64.10 4.65 1.877HG 0.40 302.49 100 -60.70 1.04 -0.314GF 0.40 403.32 100 -140.70 4.91 -1.980
LAZO O CIRCUITO
CAUDAL SUPUESTO
QO (Lt/s)
LAZO O CIRCUITO
CAUDAL SUPUESTO
QO (Lt/s)
Σ = 0.189
4ED 0.30 302.49 100 49.90 2.93 0.886DI 0.30 403.32 100 35.20 1.54 0.619IH 0.30 302.49 100 -44.80 2.40 -0.726HE 0.30 403.32 100 -64.10 4.65 -1.877
Σ = -1.098
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 302.49 100 180.30 2.62 0.792BE 0.40 403.32 100 55.50 0.88 0.354EF 0.40 302.49 100 -77.20 1.62 -0.489FA 0.60 403.32 100 -219.70 1.55 -0.627
Σ = 0.031
2BC 0.50 302.49 100 124.70 1.32 0.401CD 0.40 403.32 100 84.70 1.92 0.774DE 0.30 302.49 100 -57.80 3.84 -1.163EB 0.40 403.32 100 -55.50 0.88 -0.354
Σ = -0.342
3FE 0.40 302.49 100 77.20 1.62 0.489EH 0.30 403.32 100 54.90 3.49 1.410HG 0.40 302.49 100 -62.50 1.09 -0.331GF 0.40 403.32 100 -142.50 5.03 -2.027
Σ = -0.459
4ED 0.30 302.49 100 57.80 3.84 1.163DI 0.30 403.32 100 42.50 2.18 0.878IH 0.30 302.49 100 -37.50 1.73 -0.522HE 0.30 403.32 100 -54.90 3.49 -1.410
Σ = 0.109
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 302.49 100 179.50 2.60 0.786BE 0.40 403.32 100 49.90 0.72 0.291EF 0.40 302.49 100 -82.90 1.84 -0.558FA 0.60 403.32 100 -220.50 1.56 -0.631
Σ = -0.112
2BC 0.50 302.49 100 129.50 1.42 0.430CD 0.40 403.32 100 89.50 2.13 0.857DE 0.30 302.49 100 -52.30 3.19 -0.966EB 0.40 403.32 100 -49.90 0.72 -0.291
Σ = 0.030
LAZO O CIRCUITO
CAUDAL SUPUESTO
QO (Lt/s)
LAZO O CIRCUITO
CAUDAL SUPUESTO
QO (Lt/s)
3FE 0.40 302.49 100 82.90 1.84 0.558EH 0.30 403.32 100 60.40 4.17 1.682HG 0.40 302.49 100 -57.70 0.94 -0.285GF 0.40 403.32 100 -137.70 4.72 -1.902
Σ = 0.052
4ED 0.30 302.49 100 52.30 3.19 0.966DI 0.30 403.32 100 41.80 2.11 0.851IH 0.30 302.49 100 -38.20 1.79 -0.540HE 0.30 403.32 100 -60.40 4.17 -1.682
Σ = -0.405
TRAMODIAMETRO LONGITUD COEF. PERDIDA DE CARGA
D (m) L (m) C1 J (m/1000m) h (m)
1AB 0.50 302.49 100 182.60 2.68 0.811BE 0.40 403.32 100 53.40 0.82 0.330EF 0.40 302.49 100 -79.30 1.70 -0.514FA 0.60 403.32 100 -217.40 1.52 -0.614
Σ = 0.012
2BC 0.50 302.49 100 129.10 1.41 0.427CD 0.40 403.32 100 89.10 2.11 0.850DE 0.30 302.49 100 -55.40 3.55 -1.075EB 0.40 403.32 100 -53.40 0.82 -0.330
Σ = -0.127
3FE 0.40 302.49 100 79.30 1.70 0.514EH 0.30 403.32 100 57.20 3.77 1.521HG 0.40 302.49 100 -58.20 0.96 -0.290GF 0.40 403.32 100 -137.70 4.72 -1.902
Σ = -0.158
4ED 0.30 302.49 100 55.40 3.55 1.075DI 0.30 403.32 100 44.50 2.37 0.956IH 0.30 302.49 100 -35.50 1.56 -0.472HE 0.30 403.32 100 -57.20 3.77 -1.521
Σ = 0.038
LAZO O CIRCUITO
CAUDAL SUPUESTO
QO (Lt/s)
METODO DE HARDY CROSSUTILIZANDO EN EL CALCULO MEDIANTE LAS ECUACIONES DE HAZEN WILLIAMS
ΔQ
0.0040 12.68 172.70.0048 7.34 47.30.0065 -6.61 -86.60.0031 12.68 -227.30.0184 12.68
0.0031 5.34 125.30.0087 5.34 85.30.0208 10.10 -49.90.0048 -7.34 -47.30.0374 5.34
0.0065 6.61 86.60.0196 24.05 64.10.0065 19.29 -60.70.0157 19.29 -140.70.0484 19.29
0.0208 -10.10 49.90.0196 -4.76 35.20.0147 -4.76 -44.80.0196 -24.05 -64.10.0747 -4.76
ΔQ
0.0042 7.59 180.30.0056 8.18 55.50.0070 9.43 -77.20.0029 7.59 -219.70.0197 7.59
0.0032 -0.59 124.70.0092 -0.59 84.70.0178 -7.93 -57.80.0056 -8.18 -55.50.0357 -0.59
0.0070 -9.43 77.20.0293 -9.18 54.90.0052 -1.84 -62.50.0141 -1.84 -142.5
h/QO Q1 (Lt/s)
h/QO Q2 (Lt/s)
0.0555 -1.84
0.0178 7.93 57.80.0176 7.34 42.50.0162 7.34 -37.50.0293 9.18 -54.90.0808 7.34
ΔQ
0.0044 -0.83 179.50.0064 -5.60 49.90.0063 -5.65 -82.90.0029 -0.83 -220.50.0200 -0.83
0.0032 4.76 129.50.0091 4.76 89.50.0201 5.49 -52.3 179.50.0064 5.60 -49.90.0389 4.76
0.0063 5.65 82.90.0257 5.55 60.40.0053 4.82 -57.70.0142 4.82 -137.70.0515 4.82
0.0201 -5.49 52.30.0207 -0.73 41.80.0139 -0.73 -38.20.0257 -5.55 -60.40.0804 -0.73
ΔQ
0.0044 3.06 182.60.0058 3.49 53.40.0067 3.59 -79.30.0029 3.06 -217.40.0198 3.06
0.0033 -0.43 129.10.0096 -0.43 89.10.0185 -3.14 -55.40.0058 -3.49 -53.40.0372 -0.43
h/QO Q2 (Lt/s)
h/QO Q1 (Lt/s)
0.0067 -3.59 79.30.0278 -3.23 57.20.0049 -0.53 -58.20.0138 -0.53 -138.20.0533 -0.53
0.0185 3.14 55.40.0204 2.71 44.50.0141 2.71 -35.50.0278 3.23 -57.20.0808 2.71
ΔQ
0.0044 -0.34 182.30.0062 -2.13 51.30.0065 -1.98 -81.30.0028 -0.34 -217.70.0199 -0.34
0.0033 1.79 130.90.0095 1.79 90.90.0194 2.05 -53.40.0062 2.13 -51.30.0384 1.79
0.0065 1.98 81.30.0266 1.90 59.10.0050 1.64 -56.60.0138 1.64 -136.10.0519 1.64
0.0194 -2.05 53.40.0215 -0.26 44.20.0133 -0.26 -35.80.0266 -1.90 -59.10.0808 -0.26
h/QO Q1 (Lt/s)
2.00
