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C A L C U L O S H I D R A U L I C O S

  ( AREAS Y PERIMETROS MOJADOS)

OBRA VIAL CRUCE BARRA VIEJA ESTACIONTRAMO DE Km A Km

SUB TRAMO ORIGEN

 AREA PERIMETRO RADIO COEFICIENTE VELOCIDAD GASTO

NIVEL HIDRAULICA MOJADO HIDRAULICO RUGOSIDAD V PARCIAL

P (m) r (m) n m/s

SECCION HIDRAULICA

EN EL CRUCE

2.2 465.314 141.9543!"# !!$" $$3% &&'

2074.4NAME

2.0 438.257 133.609 3!#$ !!$# $$3% &&' 1954.7 PENDIENTE S 0.005

1.5 376.295 120.130 33! !& $$3% &33 1627.5 0.07071

1.0 320.938 106.046 3$!' !$*! $$3% &!3 1356.6 VEL MEDIA + / A

0.5 270.702 100.656 !'#* *3& $$3% 3* 1057.7 m / s

0.0 222.184 97.559 !!"" "3 $$3% 3%$ 777.0

-0.5 175.127 94.460 #%& %$* $$3% 3$% 534.0

-1.0 132.810 52.423 !%33 #%# $$3% 3"% 498.6

-1.5 108.335 48.291 !!&3 "& $$3% 3&' 375.1

-2.0 85.824 44.209 *& %%' $$3% 3& 269.8

-2.5 65.286 37.766 "!* &&$ $$3% !* 190.0-3.0 46.707 36.100 !*& #" $3% $$# 3.8

-3.5 25.884 21.641 *' !" !$3% $$& 1.0

r ! / 3

 A (m!) + (m3/s)

S /! ,

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!!$ !$"&&

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0.0 500.0 1000.0 1500.0 2000.0 2500.0

-4.00

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f(x) = 6.40619141617597E-010x̂ 3 - 3.00953272944787E-006x̂ 2 + 0.0061628448x - 3.3474036038

R² = 0.9927917626

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