planiña de calculo hidráulico

DISEÑO HIDRAULICO

COMUNIDAD: EL MITO PROVINCIA: CHACHAPOLLAS REGION: AMAZON

SECTOR TOCLON DISTRITO: SOLOCO

TUBERIA PVC

Diámetro nominalPulg. 1/2 3/4 1 1 1/2 2 2 1/2 3 4 6

mm 21 26.5 33 48 63 75 90 110 160

Espesor mm

Clase-15 54.20 64.40 77.40 94.60 137.60

Clase-10 17.4 22.9 29.4 43.4 57.00 67.80 81.40 99.40 144.60

C = 150 Clase-7.5 44.4 58.40 69.40 83.40 102.00 148.40

Clase-5 59.80 71.20 85.60 104.60 152.00

CALCULO HIDRAULICO DE LA RED DE DISTRIBUCION

TRAMOLONG.HORIZ. LONG. INCL. COTA TRAMO CAUDAL DIÁM. TUB. CLASE * DN VELOC. PÉRD. CARGA (m) PRESION

(m) (m) INICIAL FINAL (l/s) Nom. (PulInt. (mm) (m) (m/s) J (m/m) Hf (m) (m)

CAP V.A.-1 165.68 167.45 3284.30 3260.00 20.00 4 104.60 C-5.0 24.30 2.33 0.04 7.10 17.20

V.A.-1 V.P.-1 101.78 102.24 3260.00 3250.35 20.00 4 104.60 C-5.0 9.65 2.33 0.04 4.33 22.52

V.P.-1 V.A.-2 99.70 100.15 3250.35 3259.79 20.00 4 104.60 C-5.0 -9.44 2.33 0.04 4.25 8.83

V.A.-2 RESERV. 154.66 161.30 3259.79 3214.00 20.00 4 104.60 C-5.0 45.79 2.33 0.04 6.84 47.78

TRAMO RESERVORIO LINEA DE ADUCCION

RESV. V.P.-2 60.00 60.25 3211.00 3205.52 20.00 4 104.60 C-5.0 5.48 2.33 0.04 2.55 2.93

V.P.-2 V.A.-3 52.79 52.93 3205.52 3209.33 20.00 4 104.60 C-5.0 -3.81 2.33 0.04 2.24 3.13

V.A.-3 CRP-1 155.05 158.18 3209.33 3178.00 20.00 4 104.60 C-5.0 31.33 2.33 0.04 6.71 27.75

CRP-1 V.A.-4 334.51 335.72 3178.00 3149.50 20.00 4 104.60 C-5.0 28.50 2.33 0.04 14.23 42.02

V.A.-4 V.P.-3 187.10 188.24 3149.50 3128.86 20.00 4 104.60 C-5.0 20.64 2.33 0.04 7.98 54.68

V.P.-3 V.A.-5 211.39 212.47 3128.86 3150.27 20.00 4 104.60 C-5.0 -21.41 2.33 0.04 9.01 24.26

V.A.-5 V.P.-4 111.18 111.34 3150.27 3144.26 20.00 4 104.60 C-5.0 6.01 2.33 0.04 4.72 25.55

V.P.-4 V.A.-6 117.01 117.09 3144.26 3148.71 20.00 4 104.60 C-5.0 -4.45 2.33 0.04 4.96 16.14

V.A.-6 CRP-2 256.49 257.09 3148.71 3131.15 20.00 4 104.60 C-5.0 17.56 2.33 0.04 10.90 22.80

CRP-2 CRP-3 612.48 613.78 3131.15 3091.17 20.00 4 104.60 C-5.0 39.98 2.33 0.04 26.02 13.96

CRP-3 V.P.-5 338.45 339.72 3091.17 3061.77 20.00 4 104.60 C-5.0 29.40 2.33 0.04 14.40 28.96

V.P.-5 V.A.-7 68.95 69.16 3061.77 3067.16 20.00 4 104.60 C-5.0 -5.39 2.33 0.04 2.93 20.63

V.A.-7 V.P.-6 171.90 172.08 3067.16 3059.20 20.00 4 104.60 C-5.0 7.96 2.33 0.04 7.30 21.30

V.P.-6 P.FINAL 106.98 107.11 3059.20 3064.49 20.00 4 104.60 C-5.0 -5.29 2.33 0.04 4.54 11.47

Diámetro interior (mm)

DISEÑO HIDRAULICO

COMUNIDAD: EL MITO PROVINCIA: CHACHAPOLLAS REGION: AMAZON


TUBERIA PVC


mm 21 26.5 33 48 63 75 90 110 160

Espesor mm

Clase-15 54.20 64.40 77.40 94.60 137.60

Clase-10 17.4 22.9 29.4 43.4 57.00 67.80 81.40 99.40 144.60

C = 150 Clase-7.5 44.4 58.40 69.40 83.40 102.00 148.40

Clase-5 59.80 71.20 85.60 104.60 152.00





CAMARA DE REUNION - LATERAL 1

C.R.-1 V.P.-7 79.63 80.19 3131.15 3121.68 20.00 4 104.60 C-5.0 9.47 2.33 0.04 3.40 14.90

V.P.-7 V.A.-8 67.08 67.12 3121.68 3124.03 20.00 4 104.60 C-5.0 -2.35 2.33 0.04 2.85 9.71

V.A.-8 V.P.-8 135.45 136.22 3124.03 3109.53 20.00 4 104.60 C-5.0 14.50 2.33 0.04 5.78 18.43

V.P.-8 V.A.-9 220.74 221.08 3109.53 3121.85 20.00 4 104.60 C-5.0 -12.32 2.33 0.04 9.37 -6.79

V.A.-9 V.P.-9 291.78 292.48 3121.85 3101.59 20.00 4 104.60 C-5.0 20.26 2.33 0.04 12.40 1.07

V.P.-9 V.A.-10 209.85 210.55 3101.59 3118.79 20.00 4 104.60 C-5.0 -17.20 2.33 0.04 8.93 6.63

V.A.-10 P.FINAL 136.81 137.04 3118.79 3110.94 20.00 4 104.60 C-5.0 7.85 2.33 0.04 5.81 8.67

TOTAL= 4447.44 4471.00

DISEÑO HIDRAULICO

COMUNIDAD: EL MITO PROVINCIA: CHACHAPOLLAS REGION: ……………..


TUBERIA PVC


mm 21 26.5 33 48 63 75 90 110 160

Espesor mm

Clase-15 54.20 64.40 77.40 94.60 137.60

Clase-10 17.4 22.9 29.4 43.4 57.00 67.80 81.40 99.40 144.60

C = 150 Clase-7.5 44.4 58.40 69.40 83.40 102.00 148.40

Clase-5 59.80 71.20 85.60 104.60 152.00




REV CR1 268.23 270.25 3211.00 3178.00 20.00 4 104.60 C-5.0 33.00 2.33 0.04 11.46 21.54

CR1 CR2 1218.08 1218.98 3178.00 3131.15 20.00 4 104.60 C-5.0 46.85 2.33 0.04 51.68 -4.83

CR2 CR3 612.48 613.78 3131.15 3091.17 20.00 4 102.00 C-7.5 39.98 2.45 0.05 29.41 10.57

CR3 FIN 686.28 686.80 3091.17 3064.49 20.00 4 104.60 C-5.0 26.68 2.33 0.04 29.12 -2.44


DISEÑO HIDRAULICO

COMUNIDAD: EL MITO PROVINCIA: CHACHAPOLLAS REGION: ……………..


TUBERIA PVC


mm 21 26.5 33 48 63 75 90 110 160

Espesor mm

Clase-15 54.20 64.40 77.40 94.60 137.60

Clase-10 17.4 22.9 29.4 43.4 57.00 67.80 81.40 99.40 144.60

C = 150 Clase-7.5 44.4 58.40 69.40 83.40 102.00 148.40

Clase-5 59.80 71.20 85.60 104.60 152.00





TOTAL= 2785.07 2789.81

DISEÑO HIDRAULICO

COMUNIDAD: ………… PROVINCIA: ……………… REGION: …………………

SECTOR ……………. DISTRITO: …………….

TUBERIA PVC


mm 21 26.5 33 48 63 75 90 110 160

Espesor mm

Clase-15 54.20 64.40 77.40 94.60 137.60

Clase-10 17.4 22.9 29.4 43.4 57.00 67.80 81.40 99.40 144.60

C = 150 Clase-7.5 44.4 58.40 69.40 83.40 102.00 148.40

Clase-5 59.80 71.20 85.60 104.60 152.00




RESER CC 130.00 130.06 3120.00 3116.00 1.50 2 57.00 C-10.0 4.00 0.59 0.01 0.79 3.21

CC PC1 80.00 83.24 3116.00 3093.00 1.50 1 1/2 43.40 C-10.0 23.00 1.01 0.02 1.86 21.14

PC1 H1 85.00 85.38 3093.00 3085.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 1.77 27.38

PC1 H2 100.00 102.61 3093.00 3070.00 0.50 3/4 22.90 C-10.0 23.00 1.21 0.07 6.96 37.18

PC1 H3 110.00 110.16 3093.00 3087.00 0.50 3/4 22.90 C-10.0 6.00 1.21 0.07 7.47 19.67

TRAMO SECTOR 1

CC CRP 100.00 106.63 3455.00 3418.00 0.50 1 29.40 C-10.0 37.00 0.74 0.02 2.21 34.79

CRP H1 110.00 112.81 3418.00 3393.00 0.50 1 29.40 C-10.0 25.00 0.74 0.02 2.33 22.67


DISEÑO HIDRAULICO

COMUNIDAD: ………… PROVINCIA: ……………… REGION: …………………

SECTOR ……………. DISTRITO: …………….

TUBERIA PVC

Diámetro nominalPulg. 1/2 3/4 1 1 1/2 2 2 1/2 3 4 6 10 12

mm 21 26.5 33 48 63 75 90 110 160 250 315

Espesor mm

Clase-15 54.20 64.40 77.40 94.60 137.60 215.00 271.00

Clase-10 17.4 22.9 29.4 43.4 57.00 67.80 81.40 99.40 144.60 226.20 285.00

C = 150 Clase-7.5 44.4 58.40 69.40 83.40 102.00 148.40 231.80 292.20

Clase-5 59.80 71.20 85.60 104.60 152.00 237.60 299.60




CC B 80.00 82.97 3305.00 3283.00 1.20 2 57.00 C-10.0 22.00 0.47 0.00 0.34 21.66

B H1 26.60 26.68 3283.00 3281.00 0.24 3/4 22.90 C-10.0 2.00 0.58 0.02 0.50 23.16 2.0 - 0.50 + 21.66 = 23.16

B H5 70.00 70.06 3283.00 3280.00 0.24 3/4 22.90 C-10.0 3.00 0.58 0.02 1.31 24.85

B C 32.29 32.84 3283.00 3277.00 0.72 1 29.40 C-10.0 6.00 1.06 0.04 1.29 27.87 6.0 - 1.31 + 23.16 = 29.15

C H3 38.03 38.15 3277.00 3274.00 0.24 3/4 22.90 C-10.0 3.00 0.58 0.02 0.71 30.16

C H2 30.52 30.78 3277.00 3273.00 0.48 3/4 22.90 C-10.0 4.00 1.17 0.06 1.94 29.93 4.0 - 0 + 19.15 = 33.14

H2 H4 50.00 50.09 3273.00 3270.00 0.24 3/4 22.90 C-10.0 3.00 0.58 0.02 0.94 31.99 3.0-0.01+33.14=36.13


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