RESERVORIOPUEBLO A 10 Lt/s K= 0.1PUEBLO B 20 Lt/sPUEBLO C 18 Lt/sPUEBLO D 30 Lt/s

Q. para reservorio 78 Lt/s

Qmd= 7.8 Lt/s

Vreg (m3)= 121.31 m3Con bombeo continuo= 161.74 m3 +Vol. incendio (m3) 100.00 m3Vol. Emergencia= 47.17 m3

Vol. Reserv TOTAL= 308.92 m3

VERIFICACIÓN DE PRESIONES

Caudadal de las ciudades Qmd= Caudal medio por dia

Pueblo A 10.00 lts/seg 1.00 lts/segPueblo B 20.00 lts/seg 2.00 lts/segPueblo C 18.00 lts/seg 1.80 lts/segPueblo D 30.00 lts/seg 3.00 lts/seg

K= 0.10

C COTA DEL TERRENOCOTA DE PIEZOMETRICA

R-7 7000.00 150.00 3.00 115.00 65.00 50.00 350.00 0.02 115.00 114.98 49.987-3 4000.00 150.00 2.00 65.00 53.00 12.00 200.00 0.10 65.00 64.90 11.903-1 3000.00 150.00 1.00 53.00 50.00 3.00 150.00 0.08 53.00 52.92 2.923-2 1500.00 150.00 2.00 53.00 65.00 -12.00 200.00 0.04 53.00 52.96 -12.047-6 2000.00 150.00 3.00 65.00 65.00 0.00 300.00 0.01 65.00 64.99 -0.016-5 1000.00 150.00 3.00 65.00 58.00 7.00 300.00 0.01 65.00 64.99 6.995-4 3500.00 150.00 1.80 65.00 70.00 -5.00 200.00 0.07 65.00 64.93 -5.07

TRAMO (*)

Longitud Total

L(m)

Caudal (Qmd)

(l/s)

Desnivel de Terreno

(m)

Diametro seleccionado

(D)(mm)

Perdida de carga tramo Hf

(m)Presión Final

(m) Inicialm.s.n.m.

Finalm.s.n.m

Inicial(msnm)

Final(msnm)