Ps 2.00

TRAMO UHQ DN Di V

LONGITUDES EQUIVALENTECODO TE CONTR. ENSANC.

(lps) (mm) (mm) (m/seg) N Le N Le N Le N Lend 2 0.08 20 17.0 0.35 2 0.532mn 5 0.23 25 21.4 0.64 1 1.554om 6 0.25 25 21.4 0.70 1 1.554Eo 6 0.25 25 21.4 0.70 2 0.777 1 1.554

hf = 1.18*10^10*Leq*(Q/150)^1.85*Di^-4.87

LONGITUDES EQUIVALENTE LONGITUD LONGITUD PERDIDANPT PRESION

VALV. TRAMO EQUIVAL. CARGAN Le RECTO TOTAL (m) (m) (mca)

2.60 3.66 0.04 1.80 3.8401.00 2.55 0.06 0.00 3.9002.00 3.55 0.10 0.00 4.000

1 0.164 2.00 5.27 0.15 -0.30 3.850

hf = 1.18*10^10*Leq*(Q/150)^1.85*Di^-4.87

DIAMETROS (C-15) LONGITUDES EQUIVALENTESD(pulg) DN Di CODO TE CONTRA. ENSANC. VALV. C CRUZ CHECK CANAST

1/2 20 17.0 0.532 1.064 0.180 0.300 0.112 2.128 1.2203/4 25 21.4 0.777 1.554 0.216 0.450 0.164 3.108 1.8301 32 27.4 1.023 2.045 0.300 0.520 0.216 4.090 2.841

1 1/4 40 34.4 1.309 2.320 0.400 0.700 0.276 4.640 3.636 8.8581 1/2 50 43.0 1.554 2.740 0.450 0.820 0.300 5.480 4.270 10.519

2 63 54.2 1.680 3.660 0.580 1.070 0.360 7.320 5.8002 1/2 75 64.4 1.980 4.270 0.670 1.280 0.430 8.540 7.010

3 90 77.4 2.440 5.180 0.850 1.590 0.520 10.360 9.7604 110 94.6 3.360 6.710 1.160 2.140 0.700 13.420 13.1206 160 137.6 4.270 8.240 1.430 2.740 0.880 16.480 17.6908 200 172.0 4.880 10.000 1.770 3.360 1.070 20.000 20.740

CALCULOSTABLAS