Calculo De Gasto (praccticas)

10 15 8 1.88

PRACTICA 1

PROMEDIO= 1.76 Lts/seg. = 0.00176 M3/Seg

PRACTICA 2

1 6.8

2 5.9

3 6.5

4 6.3

1 1.9

2 2.3

3 2.3

4 2.3

1 9.6

2 8.8

3 7.0

4 7.3

Fr=V/√gd V=Q/A A= Bd

Fr < 1 .- Sub-Critico a) Compuerta

Fr = 1.- Critico b) Vertedor pared delgada

Fr > 1.- Super-Critico c) Vertedor pared gruesa

d) Vertedor Cimacio

A1.- A=7.6 x 6.8=51.68 〖cm〗^2=0.005168 m^2 V=(0.00176 m^3/seg)/(0.005168m^2 )=0.3406 m/seg Fr=(0.3406 m/seg)/√((9.81)(6.8) )=0.0417

A2.- A=7.6 x 5.9=44.89 〖cm〗^2=0.004489 m^2 V=(0.00176 m^3/seg)/(0.004489m^2 )=0.3921 m/seg Fr=(0.3921 m/seg)/√((9.81)(8.9) )= 0.05154

A3.- A=7.6 x 6.5=49.4 〖cm〗^2=0.00494 m^2 V=(0.00176 m^3/seg)/(0.0494m^2 )=0.3563 m/seg Fr=(0.3563 m/seg)/√((9.81)(6.5) )= 0.0446

A4.- A=7.6 x 6.3=47.88 〖cm〗^2=0.004788 m^2 V=(0.00176 m^3/seg)/(0.004788m^2 )=0.3676 m/seg Fr=(0.3676 m/seg)/√((9.81)(6.5) )= 0.0186

B1.- A=7.6 x 1.9=14.44 〖cm〗^2=0.001444 m^2 V=(0.00176 m^3/seg)/(0.001444m^2 )=1.219 m/seg Fr=(1.219 m/seg)/√((9.81)(6.5) )= 0.2048

B2.- A=7.6 x 2.3=17.48 〖cm〗^2=0.001748 m^2 V=(0.00176 m^3/seg)/(0.001748m^2 )=1.007 m/seg Fr=(1.007 m/seg)/√((9.81)(6.5) )= 0.1398

B3.- A=7.6 x 2.3=17.48 〖cm〗^2=0.001748 m^2 V=(0.00176 m^3/seg)/(0.001748m^2 )=1.007 m/seg Fr=(1.007 m/seg)/√((9.81)(6.5) )= 0.1398

B4.- A=7.6 x 2.3=17.48 〖cm〗^2=0.001748 m^2 V=(0.00176 m^3/seg)/(0.001748m^2 )=1.007 m/seg Fr=(1.007 m/seg)/√((9.81)(6.5) )= 0.1398

C1.- A=7.6 x 9.6=72.96 〖cm〗^2=0.007296 m^2 V=(0.00176 m^3/seg)/(0.0072968m^2 )=0.2412 m/seg Fr=(0.2412 m/seg)/√((9.81)(6.5) )= 0.00802

C2.- A=7.6 x 2.3=17.48 〖cm〗^2=0.001748

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