Juan Maniglia

C.I. 18.506.447

Acueductos y cloaca

TRAMO PERDIDA

ESTANQUE – A 2.3520

A – B 5.5366

B – D 0.5366

D – C 2.0996

C – A 3.9975

C – E 0.5992

E – F 2.5753

F – D 1.0665

A (428.350) B (427.320)

EST. (428.350)

L = 500 M

L = 350 M

L = 200 M

L = 120 M

L = 120 M

L = 120 M

L = 120 M

PUNTO COTA DE TERRENO

ESTANQUE 428.360

A 428.350

B 427.320

C 427.990

D 426.084

E 428.360

F 427.210

C P F = 426.048 + 14 = 440.084

F -> E

C P E = C P F – J F E = 440.084 -2.5753 = 437.500

C -> D

C P A = C P E – J C D = 436.910 +2.0996 = 439.010

C -> A

C P A = C P C – J C A = 436.910 – 3.9945 = 432.916

A -> B

C P B = C P A + J A B = 432.916 + 5.5927 = 438.459

SEGUNDA VUELTA

C P A = 432.916 + 14 = 446.916

A -> C

C P E = 446.916 + 3.9945 = 450.911

C -> E

C P E = 450.911 + 0.5992 = 451.510

E -> F

C P F = 451.510 + 2.5753 = 454.085

A -> B

C P B = 446.916 + 5.5427 = 452.459

C -> D

C P D = 450.911 + 2.0996 = 453.011

A -> EST

C P EST = 446.916 + 2.352 = 449.268

(427.210) C D (427.990)

(428.360) E F (426.084)

PUNTO CT PR CPZ PR CPZEST 428.360 --- --- --- ---A 428.350 4.566 432.916 14.000 446.916B 427.320 11.139 438.459 25.139 452.459D 427.990 11.020 439.010 25.021 453.011F 426.084 14.000 440.084 28.001 454.085E 428.360 9.149 437.509 23.150 451.510C 427.210 9.7 436.910 23.700 450.911

Verificación de la presión estática máxima

P. estática máxima = cp. Est. – ct menor = 449.268 – 426.84 = 23.184

23.184 < 70m

23.184 > 14m

Dimensión del estanque

Vt = 740

ᴓ = 12m

ct estanque = 428.360

Vt=π4∗D2∗h =

740∗4π∗122

= 0.54------ 7m

H = 449.268 - 72

-428.360 = 17.41

Cota fondo = 428.360 +17.41 = 445.770

Cota de rebose = 428.360 +17.41 + 7 = 425.770