5
ANEXO Nº 01 DISEÑO HIDRAULICO TUBERIA PVC Diámetro nominal Pulg. 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 TRAMO LONG.HORIZ. LONG. INCL. COTA TRAMO CAUDAL DIÁM. TUB. CLASE * DN VELOC. D. CARGA (m) PRESION (m) (m) INICIAL FINAL (l/s) Nom. (Pulg. Int. (mm) (m) (m/s) J (m/m) Hf (m) (m) CC1 H-1 45.64 46.72 3340.00 3330.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.97 9.03 CC2 H-2 36.49 37.84 3320.00 3310.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.78 9.22 CC3 H-3 20.80 23.08 3332.00 3322.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 0.97 9.03 H-3 H-4 19.64 20.04 3322.00 3318.00 0.50 3/4 22.90 C-10.0 4.00 1.21 0.07 1.36 11.67 CC5 H-5 42.65 43.81 3301.00 3291.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.91 9.09 CC6 H-6 35.71 37.08 3304.00 3294.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.77 9.23 CC7 H-7 18.86 20.49 3378.00 3370.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.42 7.58 CC8 H-8 57.73 58.59 3359.00 3349.00 0.75 1 1/2 43.40 C-10.0 10.00 0.51 0.01 0.39 9.61 H-8 H-9 28.17 29.57 3349.00 3340.00 0.50 1 29.40 C-10.0 9.00 0.74 0.02 0.61 18.00 CC10 H-10 88.60 89.06 3415.50 3406.50 0.50 1 29.40 C-10.0 9.00 0.74 0.02 1.84 7.16 CC11 H-11 87.14 87.83 3415.00 3404.00 0.50 1 29.40 C-10.0 11.00 0.74 0.02 1.82 9.18 C12 H-12 39.41 40.21 3428.00 3420.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.83 7.17 C13 H-13 39.85 41.09 3436.00 3426.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.85 9.15 H-13 H-14 12.39 12.75 3426.00 3423.00 0.50 3/4 22.90 C-10.0 3.00 1.21 0.07 0.86 11.29 H-14 H-15 17.03 17.49 3423.00 3419.00 0.50 3/4 22.90 C-10.0 4.00 1.21 0.07 1.19 14.10 C16 H-16 40.46 41.24 3428.00 3420.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.85 7.15 C17 H-17 47.90 48.93 3412.00 3402.00 0.75 1 1/2 43.40 C-10.0 10.00 0.51 0.01 0.32 9.68 H-17 H-18 31.58 31.83 3402.00 3398.00 0.50 1 29.40 C-10.0 4.00 0.74 0.02 0.66 13.02 C19 H-19 33.07 34.02 3509.00 3501.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.70 7.30 C20 H-20 21.67 23.10 3468.00 3460.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.48 7.52 C21 H-21 56.05 56.94 3494.00 3484.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 2.40 7.60 H-21 H-22 40.90 41.68 3484.00 3476.00 0.50 3/4 22.90 C-10.0 8.00 1.21 0.07 2.83 12.77 C23 H-23 78.70 79.21 3489.00 3480.00 0.50 1 29.40 C-10.0 9.00 0.74 0.02 1.64 7.36 C24 H-24 30.93 31.95 3501.00 3493.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.66 7.34 Diámetro interior (mm)

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Page 1: Calculos Hidraulicos Ingrid

ANEXO Nº 01

DISEÑO HIDRAULICO

TUBERIA PVC

Diámetro nominal Pulg. 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

Diámetro interior (mm)

Clase-15 54.20 64.40 77.40 94.60 137.60Clase-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 83.40 102.00 148.40Clase-5 59.80 71.20 85.60 104.60 152.00

CALCULO HIDRAULICO DE LA RED DE DISTRIBUCIONTRAMO LONG.HORIZ. LONG. INCL. COTA TRAMO CAUDAL DIÁM. TUB. CLASE * DN VELOC.PÉRD. CARGA (m) PRESION

(m) (m) INICIAL FINAL (l/s) Nom. (Pulg.) Int. (mm) (m) (m/s) J (m/m) Hf (m) (m)CC1 H-1 45.64 46.72 3340.00 3330.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.97 9.03CC2 H-2 36.49 37.84 3320.00 3310.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.78 9.22CC3 H-3 20.80 23.08 3332.00 3322.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 0.97 9.03H-3 H-4 19.64 20.04 3322.00 3318.00 0.50 3/4 22.90 C-10.0 4.00 1.21 0.07 1.36 11.67CC5 H-5 42.65 43.81 3301.00 3291.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.91 9.09CC6 H-6 35.71 37.08 3304.00 3294.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.77 9.23CC7 H-7 18.86 20.49 3378.00 3370.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.42 7.58CC8 H-8 57.73 58.59 3359.00 3349.00 0.75 1 1/2 43.40 C-10.0 10.00 0.51 0.01 0.39 9.61H-8 H-9 28.17 29.57 3349.00 3340.00 0.50 1 29.40 C-10.0 9.00 0.74 0.02 0.61 18.00CC10 H-10 88.60 89.06 3415.50 3406.50 0.50 1 29.40 C-10.0 9.00 0.74 0.02 1.84 7.16CC11 H-11 87.14 87.83 3415.00 3404.00 0.50 1 29.40 C-10.0 11.00 0.74 0.02 1.82 9.18C12 H-12 39.41 40.21 3428.00 3420.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.83 7.17C13 H-13 39.85 41.09 3436.00 3426.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.85 9.15H-13 H-14 12.39 12.75 3426.00 3423.00 0.50 3/4 22.90 C-10.0 3.00 1.21 0.07 0.86 11.29H-14 H-15 17.03 17.49 3423.00 3419.00 0.50 3/4 22.90 C-10.0 4.00 1.21 0.07 1.19 14.10C16 H-16 40.46 41.24 3428.00 3420.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.85 7.15C17 H-17 47.90 48.93 3412.00 3402.00 0.75 1 1/2 43.40 C-10.0 10.00 0.51 0.01 0.32 9.68H-17 H-18 31.58 31.83 3402.00 3398.00 0.50 1 29.40 C-10.0 4.00 0.74 0.02 0.66 13.02C19 H-19 33.07 34.02 3509.00 3501.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.70 7.30C20 H-20 21.67 23.10 3468.00 3460.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.48 7.52C21 H-21 56.05 56.94 3494.00 3484.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 2.40 7.60H-21 H-22 40.90 41.68 3484.00 3476.00 0.50 3/4 22.90 C-10.0 8.00 1.21 0.07 2.83 12.77C23 H-23 78.70 79.21 3489.00 3480.00 0.50 1 29.40 C-10.0 9.00 0.74 0.02 1.64 7.36C24 H-24 30.93 31.95 3501.00 3493.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.66 7.34

Page 2: Calculos Hidraulicos Ingrid

TRAMO LONG.HORIZ. LONG. INCL. COTA TRAMO CAUDAL DIÁM. TUB. CLASE * DN VELOC.PÉRD. CARGA (m) PRESION(m) (m) INICIAL FINAL (l/s) Nom. (Pulg.) Int. (mm) (m) (m/s) J (m/m) Hf (m) (m)

C25 H-25 40.58 41.79 3439.00 3429.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 1.76 8.24H-25 H-26 17.61 18.06 3429.00 3425.00 0.50 1 29.40 C-10.0 4.00 0.74 0.02 0.37 11.87C27 H-27 30.31 31.92 3434.00 3424.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.66 9.34H-27 H-28 22.68 23.22 3424.00 3419.00 0.50 1 29.40 C-10.0 5.00 0.74 0.02 0.48 13.86C29 H-29 36.86 37.72 3510.00 3502.00 0.75 1 1/2 43.40 C-10.0 8.00 0.51 0.01 0.25 7.75H-29 H-30 26.36 26.66 3502.00 3498.00 0.50 1 29.40 C-10.0 4.00 0.74 0.02 0.55 11.20C31 H-31 53.69 54.28 3551.00 3543.00 0.75 1 29.40 C-10.0 8.00 1.10 0.04 2.29 5.71H-31 H-32 12.95 13.04 3543.00 3541.50 0.50 3/4 22.90 C-10.0 1.50 1.21 0.07 0.88 6.33C33 H-33 19.97 22.33 3284.00 3274.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 0.94 9.06H-33 H-34 15.00 15.13 3274.00 3272.00 0.50 3/4 22.90 C-10.0 2.00 1.21 0.07 1.03 10.03C35 H-35 23.52 25.18 3279.00 3270.00 0.50 3/4 22.90 C-10.0 9.00 1.21 0.07 1.71 7.29C36 H-36 28.49 29.73 3231.00 3222.50 0.50 3/4 22.90 C-10.0 8.50 1.21 0.07 2.02 6.48C37 H-37 37.24 38.31 3254.00 3245.00 0.50 3/4 22.90 C-10.0 9.00 1.21 0.07 2.60 6.40C38 H-38 44.88 45.98 3254.00 3244.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.95 9.05C39 PC-1 8.06 12.84 3598.00 3588.00 1.00 1 1/2 43.40 C-10.0 10.00 0.68 0.01 0.14 9.86PC-1 H-39 24.01 24.20 3588.00 3585.00 0.25 3/4 22.90 C-10.0 3.00 0.61 0.02 0.49 12.37PC-1 H-40 15.72 16.22 3588.00 3584.00 0.25 3/4 22.90 C-10.0 4.00 0.61 0.02 0.33 13.53PC-1 H-41 15.80 16.30 3588.00 3584.00 0.25 3/4 22.90 C-10.0 4.00 0.61 0.02 0.33 13.53C42 H-42 67.97 68.63 3605.00 3595.50 0.50 1 29.40 C-10.0 9.50 0.74 0.02 1.42 8.08C43 H-43 57.57 58.43 3607.00 3597.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 1.21 8.79C44 H-44 44.06 44.78 3617.00 3609.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.93 7.07C45 H-45 49.17 49.82 3579.00 3571.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 1.03 6.97C46 H-46 43.74 44.66 3584.00 3575.00 0.50 1 29.40 C-10.0 9.00 0.74 0.02 0.92 8.08C47 H-47 29.82 30.87 3605.00 3597.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.64 7.36C48 H-48 48.40 49.23 3608.00 3599.00 0.50 1 29.40 C-10.0 9.00 0.74 0.02 1.02 7.98C49 H-49 48.47 49.21 3583.00 3574.50 0.50 1 29.40 C-10.0 8.50 0.74 0.02 1.02 7.48C51 H-51 51.97 54.38 3448.00 3432.00 0.75 1 29.40 C-10.0 16.00 1.10 0.04 2.29 13.71H-51 H-52 21.74 23.17 3432.00 3424.00 0.50 3/4 22.90 C-10.0 8.00 1.21 0.07 1.57 20.14C53 H-53 43.12 43.86 3432.00 3424.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.91 7.09C54 H-54 26.77 28.58 3405.00 3395.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 1.94 8.06C55 H-55 13.39 16.71 3391.00 3381.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 1.13 8.87C56 H-56 34.13 35.71 3390.00 3379.50 0.50 3/4 22.90 C-10.0 10.50 1.21 0.07 2.42 8.08C57 H-57 23.81 25.82 3371.00 3361.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 1.75 8.25C58 H-58 39.67 40.91 3305.00 3295.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 2.78 7.22C59 H-59 17.65 20.29 3303.00 3293.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 1.38 8.62C60 H-60 28.15 30.22 3290.00 3279.00 0.50 3/4 22.90 C-10.0 11.00 1.21 0.07 2.05 8.95C61 H-61 23.69 25.00 3238.00 3230.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.52 7.48

Page 3: Calculos Hidraulicos Ingrid

TRAMO LONG.HORIZ. LONG. INCL. COTA TRAMO CAUDAL DIÁM. TUB. CLASE * DN VELOC.PÉRD. CARGA (m) PRESION(m) (m) INICIAL FINAL (l/s) Nom. (Pulg.) Int. (mm) (m) (m/s) J (m/m) Hf (m) (m)

H-61 H-62 16.72 20.01 3237.00 3226.00 0.50 3/4 22.90 C-10.0 11.00 1.21 0.07 1.36 17.13C65 H-65 19.00 20.62 3274.00 3266.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.43 7.57C66 H-66 17.99 20.58 3283.00 3273.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 1.40 8.60C67 H-67 14.56 16.61 3269.00 3261.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.34 7.66C68 H-68 38.44 39.26 3221.00 3213.00 1.00 1 1/2 43.40 C-10.0 8.00 0.68 0.01 0.43 7.57H-68 H-69 28.88 29.16 3213.00 3209.00 0.25 3/4 22.90 C-10.0 4.00 0.61 0.02 0.59 10.98H-69 H-70 32.12 32.37 3209.00 3205.00 0.25 3/4 22.90 C-10.0 4.00 0.61 0.02 0.65 14.33C71 H-71 24.70 26.65 3218.00 3208.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 1.12 8.88H-71 H-72 18.06 18.09 3208.00 3207.00 0.50 3/4 22.90 C-10.0 1.00 1.21 0.07 1.23 8.65C73 H-73 42.36 43.11 3223.00 3215.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.89 7.11C74 H-74 133.00 134.81 3229.00 3207.00 0.50 3/4 22.90 C-10.0 22.00 1.21 0.07 9.15 12.85C75 H-75 71.38 72.15 3219.00 3208.50 0.50 1 29.40 C-10.0 10.50 0.74 0.02 1.49 9.01C76 H-76 9.43 14.49 3143.00 3132.00 0.50 3/4 22.90 C-10.0 11.00 1.21 0.07 0.98 10.02C77 H-77 26.54 28.36 3132.00 3122.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 1.92 8.08

YUCO BAJOC78 H-78 62.63 64.90 3188.00 3171.00 0.50 3/4 22.90 C-10.0 17.00 1.21 0.07 4.40 12.60C79 H-79 132.59 133.68 3188.00 3171.00 0.50 3/4 22.90 C-10.0 17.00 1.21 0.07 9.07 7.93C80 H-80 37.80 39.37 3220.00 3209.00 0.50 3/4 22.90 C-10.0 11.00 1.21 0.07 2.67 8.33C81 H-81 43.76 45.38 3188.00 3176.00 0.50 3/4 22.90 C-10.0 12.00 1.21 0.07 3.08 8.92C82 H-82 55.44 56.52 3144.00 3133.00 0.50 3/4 22.90 C-10.0 11.00 1.21 0.07 3.83 7.17C83 H-83 34.13 38.59 3144.00 3126.00 0.75 1 29.40 C-10.0 18.00 1.10 0.04 1.63 16.37H-83 H-84 27.35 27.42 3126.00 3124.00 0.50 3/4 22.90 C-10.0 2.00 1.21 0.07 1.86 16.51C85 H-85 30.23 31.54 3142.00 3133.00 0.75 1 29.40 C-10.0 9.00 1.10 0.04 1.33 7.67H-85 H-86 36.09 36.76 3133.00 3126.00 0.50 3/4 22.90 C-10.0 7.00 1.21 0.07 2.49 12.18C88 H-88 59.64 60.32 3129.00 3120.00 0.50 1 29.40 C-10.0 9.00 0.74 0.02 1.25 7.75C89 H-89 48.15 49.39 3177.00 3166.00 0.50 1 29.40 C-10.0 11.00 0.74 0.02 1.02 9.98C90 H-90 22.83 24.92 3132.00 3122.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 1.05 8.95H-90 H-91 45.71 49.89 3122.00 3102.00 0.50 3/4 22.90 C-10.0 20.00 1.21 0.07 3.38 25.57C92 H-92 43.90 45.02 3106.00 3096.00 0.50 1 29.40 C-10.0 10.00 0.74 0.02 0.93 9.07C93 H-93 21.34 26.08 3122.00 3107.00 0.50 3/4 22.90 C-10.0 15.00 1.21 0.07 1.77 13.23C94 H-94 33.92 35.36 3058.00 3048.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 2.40 7.60C95 H-95 26.43 29.03 3046.00 3034.00 0.75 1 29.40 C-10.0 12.00 1.10 0.04 1.22 10.78H-95 H-96 36.10 36.98 3034.00 3026.00 0.50 3/4 22.90 C-10.0 8.00 1.21 0.07 2.51 16.27C97 H-97 25.30 27.20 3021.00 3011.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 1.85 8.15C98 H-98 14.86 21.11 2972.00 2957.00 0.50 3/4 22.90 C-10.0 15.00 1.21 0.07 1.43 13.57C99 H-99 46.97 50.67 2951.00 2932.00 0.50 3/4 22.90 C-10.0 19.00 1.21 0.07 3.44 15.56C100 H-100 14.75 16.78 2850.00 2842.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.35 7.65

Page 4: Calculos Hidraulicos Ingrid

TRAMO LONG.HORIZ. LONG. INCL. COTA TRAMO CAUDAL DIÁM. TUB. CLASE * DN VELOC.PÉRD. CARGA (m) PRESION(m) (m) INICIAL FINAL (l/s) Nom. (Pulg.) Int. (mm) (m) (m/s) J (m/m) Hf (m) (m)

C101 H-101 33.68 35.13 2804.00 2794.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 2.38 7.62C102 H-102 33.60 36.40 2785.00 2771.00 0.50 3/4 22.90 C-10.0 14.00 1.21 0.07 2.47 11.53C103 H-103 77.01 80.97 2794.00 2769.00 0.75 1 29.40 C-10.0 25.00 1.10 0.04 3.41 21.59H-103 H-104 37.07 37.29 2769.00 2765.00 0.50 3/4 22.90 C-10.0 4.00 1.21 0.07 2.53 23.06C105 H-105 26.43 29.03 3046.00 3034.00 0.75 1 29.40 C-10.0 12.00 1.10 0.04 1.22 10.78H-105 H-106 29.04 30.12 3034.00 3026.00 0.50 3/4 22.90 C-10.0 8.00 1.21 0.07 2.04 16.73C107 H-107 22.83 24.92 3132.00 3122.00 0.75 1 29.40 C-10.0 10.00 1.10 0.04 1.05 8.95

H-107 H-108 68.40 71.26 3122.00 3102.00 0.50 3/4 22.90 C-10.0 20.00 1.21 0.07 4.83 24.12C109 H-109 55.44 56.52 3144.00 3133.00 0.50 3/4 22.90 C-10.0 11.00 1.21 0.07 3.83 7.17C110 H-110 39.41 40.21 3428.00 3420.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.83 7.17C111 H-111 50.07 51.73 2807.00 2794.00 0.50 3/4 22.90 C-10.0 13.00 1.21 0.07 3.51 9.49C112 H-112 36.26 37.61 3405.00 3395.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 2.55 7.45C113 H-113 28.49 29.73 3231.00 3222.50 0.50 1 29.40 C-10.0 8.50 0.74 0.02 0.61 7.89C114 H-114 19.00 20.62 3274.00 3266.00 0.50 1 29.40 C-10.0 8.00 0.74 0.02 0.43 7.57C115 H-115 43.18 44.32 3176.00 3166.00 0.50 3/4 22.90 C-10.0 10.00 1.21 0.07 3.01 6.99

TOTAL= 4151.40 4316.80112.00

CANTIDAD TOTAL DE TUBERIAS LINEA DE CONDUCCION - RED DE DISTRIBUCION1 3/4 1 1/2 2 3 4 6 8 8

2278.39 m 1841.06 197.35 m 0.00 m 0.00 m 0.00 m 0.00 m 0.00 m

Page 5: Calculos Hidraulicos Ingrid

TRAMO LONG.HORIZ. LONG. INCL. COTA TRAMO CAUDAL DIÁM. TUB. CLASE * DN VELOC.PÉRD. CARGA (m) PRESION(m) (m) INICIAL FINAL (l/s) Nom. (Pulg.) Int. (mm) (m) (m/s) J (m/m) Hf (m) (m)

Cantidad de tubería por clases y diámetrosCantidad de tubería por clases Descripción Clase Ø Longitud Tuberias

C-5.0 0.00 m Tubo PVC SAP C-5 6 0.00 m 0C-7.5 0.00 m Tubo PVC SAP C-5 4 0.00 m 0

C-10.0 4316.80 m Tubo PVC SAP C-7.5 4 0.00 m 0C-15.0 0.00 m Tubo PVC SAP C-10 4 0.00 m 0

Total 4316.80 m Tubo PVC SAP C-5 3 0.00 m 0Tubo PVC SAP C-7.5 3 0.00 m 0Tubo PVC SAP C-10 3 0.00 m 0Tubo PVC SAP C-5 2 0.00 m 0Tubo PVC SAP C-7.5 2 0.00 m 0Tubo PVC SAP C-7.5 1 1/2 0.00 m 0Tubo PVC SAP C-10 2 0.00 m 0Tubo PVC SAP C-10 1 2278.39 m 456Tubo PVC SAP C-10 3/4 1841.06 m 368Tubo PVC SAP C-10 1 1/2 197.35 m 39

Total 4316.80 m