1.1. Usando la bomba de 1 HP:

- Usaremos la bomba marca Pentax CM100 de 1HP de potencia intercalando valores de caudales diferentes para poder calcular los datos de su curva característica.

- BOMBA DE 1HP:- MARCA:PENTAX CM100

P2 (bar) P1 (bar) Q (GPM)(Z2-Z1) mca

2.60 -0.24 19.00 0.272.80 -0.22 16.00 0.273.00 -0.20 12.00 0.273.15 -0.18 8.00 0.273.33 -0.17 0.00 0.27

CURVA TEORICA  

Q(GPM) H(m)0.00 33.005.28 32.00

10.56 31.0015.85 29.0021.13 27.0026.42 23.00

CURVA REAL

Q (m3/s) HB2 (m) Q(GPM) P hidraulica (W) V (V) I (A)

P electrica (W)

Eficiencia (%)

0.000000 30.00 0.00 0.00 225.90 4.32 975.88 0.000.000504 28.00 8.00 162.76 225.10 4.98 1120.99 14.510.000945 26.00 15.00 283.39 224.40 5.35 1200.54 23.600.001260 22.00 20.00 319.72 224.20 5.40 1210.68 26.400.001575 18.00 25.00 326.98 223.80 6.10 1365.18 23.950.002079 4.00 33.00 95.91 222.10 6.87 1525.82 6.28

1.1. Usando la bomba de ½ HP:- Usaremos la bomba marca MEBA CMP130 de 1/2HP de potencia

intercalando valores de caudales diferentes para poder calcular los datos de su curva característica.

P2 (bar) P1 (bar) Q (GPM)(Z2-Z1) mca

1.25 -0.20 13.00 0.271.30 -0.19 12.00 0.271.50 -0.18 10.00 0.271.55 -0.17 8.00 0.271.70 -0.14 0.00 0.27

CURVA TEORICA  

Q(GPM) H(m)0.00 23.002.64 22.005.28 21.007.92 20.00

10.56 19.0013.21 18.0015.85 17.0018.49 15.5021.13 14.00

CURVA REAL

Q (m3/s) HB2 (m) Q(GPM) P hidraulica (W) V (V) I (A)

P electrica (W)

Eficiencia (%)

0.000000 18.00 0.00 0.00 226.60 1.52 344.43 0.000.000504 14.00 8.00 81.38 226.20 1.85 418.47 19.440.000756 10.50 12.00 91.55 226.00 2.02 456.52 20.050.001008 8.00 16.00 93.01 226.40 2.24 507.13 18.340.001260 6.50 20.00 94.46 336.20 2.35 790.07 11.950.001512 0.00 24.00 0.00 226.10 2.51 567.51 0.00

1.1. Conexión de bombas en paralelo:

BOMBAS EN PARALELO      

Q (m3/s)Q (GPM) H (m)

P HIDRAULICA W

0.00000 0.00 26.00 0.000.00063 10.00 22.50 163.490.00088 14.00 19.00 193.280.00113 18.00 18.00 235.430.00138 22.00 17.50 279.750.00163 26.00 16.00 302.280.00189 30.00 13.00 283.390.00226 36.00 11.00 287.750.00252 40.00 9.00 261.59

Bomba 1HP  

Bomba 1/2 HP  

V (V) I (A) V (V) I (A)222.90 5.59 221.00 1.52222.30 5.83 221.00 1.42222.50 6.01 220.70 1.39221.80 6.02 220.70 1.36221.13 6.06 220.30 1.38221.40 6.09 220.40 1.42221.10 6.07 219.40 1.49220.20 6.15 218.60 1.62218.70 6.14 218.10 1.91

P HIDRAULICA

WPE 1 HP (W)

PE1/2HP (W) PT (W) n %

0.00 1246.01 335.92 1581.93 0.00163.49 1296.00 313.82 1609.82 10.15193.28 1339.22 306.77 1646.00 11.74235.43 1335.45 300.15 1635.60 14.39279.75 1340.04 304.01 1644.06 17.01302.28 1348.76 312.96 1661.73 18.19283.39 1342.07 326.90 1668.98 16.97287.75 1354.23 354.13 1708.36 16.84261.59 1342.81 416.57 1759.38 14.86

1.1. Conexión de bombas en serie:

BOMBAS EN SERIE      

Q (m3/s)Q (GPM) H (m)

P HIDRAULICA W

0.000000 0.00 48.00 0.000.000504 8.00 42.00 244.150.000756 12.00 40.00 348.780.001008 16.00 38.00 441.790.001260 20.00 32.00 465.050.001512 24.00 24.00 418.540.001764 28.00 16.00 325.530.001890 30.00 4.00 87.19

Bomba 1HP  

Bomba 1/2 HP  

V (V) I (A) V (V) I (A)223.80 4.26 222.40 1.48223.70 4.91 221.50 1.85221.60 5.22 220.20 2.04220.60 5.47 219.50 2.19221.60 5.68 219.50 2.34220.20 5.89 218.10 2.48219.10 6.07 217.60 2.59219.10 6.10 217.60 2.68

P HIDRAULICA W

PE 1 HP (W)

PE1/2HP (W) PT (W) n %

0 953.38 329.15 1282.5 0.00244.15 1098.36 409.77 1508.14 16.18348.78 1156.75 449.20 1605.9 21.71441.79 1206.68 480.70 1687.38 26.18465.05 1258.68 513.61 1772.31 26.23418.54 1296.97 540.88 1837.86 22.77325.53 1329.93 563.58 1893.52 17.19

87.19 1336.51 583.16 1919.67 4.54