7/29/2019 Calculo Hidraulico Sist-Abierto

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DATOSPoblacion futura 1,125.00 Hab.dotacion 90.00 lt/Hab/diaCALCULOS:Consumo Medio (Qm) : =(pf*dot)/86400 1.172 Lt/segConsumo Max. Horario (Qm =1.5*Qm 1.758 Lt/segConsumo Unitario (Qunit) : =(Qmh)/(Poblacion futura) 0.0015625 lt/seg/hab

CALCULO DE LOS GASTOS POR TRAMO

Qtramo = Qunit * Nro Hab por tramoTRAMO

A-B 122.00 0.191B-C 161.00 0.252C-D 160.00 0.250C-E 157.00 0.245B-Rp 100.00 0.156Rp-F 103.00 0.161F-G 119.00 0.186F-H 105.00 0.164H-I 98.00 0.153TOTAL 1,125.00 1.758

CALCULO HIDRAULICO DE LA RED DE DISTRIBUCION- SISTEMA RAMIFICADO

Hf=hf*L/1000

TRAMO LONG DIAMETRO VELOCID. UNIT. TRAMO

TRAMO DISEO (m) (Pulg) (m/seg) (%) (m) INICIAL FINAL INICIAL FINAL INICIAL FINAL1 2 3 4 5 6 7 8 9 10 11 12 13 14

Res. - A 1.758 60.0 1.5 1.542 72.914 4.3749 2,462.000 2,457.625 2,462.00 2,443.00 0.00 14.63A-B 0.191 1.758 125.0 1.5 1.542 72.914 9.1143 2,457.630 2,448.516 2,443.00 2,432.00 14.63 16.52

(m)(m.s.n.m.)(m.s.n.m.)

GASTO

(lts/seg)

PERD. DE CARGA COTA PIEZOMETRICA COTA DEL TERRENO PRESION

Nro HAB POBLACION FUTURA POR TRAMO GASTOS POR

(lts/seg)

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B-C 0.252 0.747 97.0 1.5 0.655 14.967 1.4518 2,448.516 2,447.064 2,432.00 2,430.00 16.52 17.06C-D 0.250 0.250 67.0 1 0.493 14.209 0.9520 2,447.064 2,446.112 2,430.00 2,424.00 17.06 22.11C-E 0.245 0.245 105.0 1 0.484 13.720 1.4406 2,447.064 2,445.623 2,430.00 2,434.00 17.06 11.62B-Rp 0.156 0.820 109.0 1.5 0.720 17.802 1.9404 2,448.516 2,446.575 2,432.00 2,412.00 16.52 34.58Rp-F 0.161 0.664 98.0 1.5 0.582 12.042 1.1801 2,412.000 2,410.820 2,412.00 2,392.00 0.00 18.82F-G 0.186 0.186 86.0 1 0.367 8.217 0.7067 2,410.820 2,410.113 2,392.00 2,369.00 18.82 41.11F-H 0.164 0.317 100.0 1 0.626 22.071 2.2071 2,410.820 2,408.613 2,392.00 2,385.00 18.82 23.61H-I 0.153 0.153 120.0 1 0.302 5.737 0.6885 2,408.613 2,407.924 2,385.00 2,372.00 23.61 35.92