curvas vertedero rectangular

TIEMPO (seg) volumen (ml a m3)8.5 8908.68.7

Tiempo promedio 8.6 0.00089Caudal 0.00010348837

BASE (mm) 39.98 BASE (mm) 39.98ALTURA (mm) 22.7 ALTURA (mm) 32.6ÁREA (mm2) 907.546 ÁREA (mm2) 1303.348ÁREA (m2) 0.000907546 ÁREA (m2) 0.00130335

Velocidad (m/s) 0.11403099357 Velocidad (m/s) 0.07940195

Estático(mm) 34.5 alturas (mm)Dinámico(mm) 39 33.77499075 h4 17.4D-E 0.7250092518 h3 22.7

h2 27.4h1 32.6

D-E (m) 0.00072500925

Velocidad (m/s) 0.11926726928

Estático(mm) 24.5Dinámico(mm) 28 24.2487113D-E 0.251288694

D-E (m) 0.000251289

Velocidad (m/s) 0.070215982

TIEMPO (seg) volumen (ml a m3)5.11 9305.12

5.115Tiempo prom 5.115 0.00093Caudal 0.00018181818182

BASE (mm) 39.98 BASE (mm) 39.98ALTURA (mm) 26 ALTURA (mm) 38.5ÁREA (mm2) 1039.48 ÁREA (mm2) 1539.23ÁREA (m2) 0.00103948 ÁREA (m2) 0.00153923

Velocidad (m/0.17491263114075 Velocidad (m/0.11812282

Estático(mm) 42 alturas (mm)Dinámico(mm) 46.7 40.4433863575 h4 22.7D-E 1.55661364254 h3 26

h2 32.9h1 38.5

D-E (m) 0.0015566136425

Velocidad (m/s) 0.1747591475907

Estático(mm) 29.5Dinámico(mm) 33.3 28.8386459D-E 0.66135405346

D-E (m) 0.00066135405

Velocidad (m/s) 0.11391122214

TIEMPO (seg) volumen (ml a m3)4.14 8404.144.13

Tiempo prome 4.136666666667 0.00084Caudal 0.000203062047


Velocidad (m/s 0.16762675623 Velocidad (m/s) 0.11702974

Estático(mm) 44 alturas (mm)Dinámico(mm) 49 42.4352448 h4 24.6D-E 1.5647552138 h3 30.3

h2 36.9h1 43.4

D-E (m) 0.0015647552138

Velocidad (m/s) 0.17521557377915

Estático(mm) 33Dinámico(mm) 37.5 32.4759526D-E 0.52404736

D-E (m) 0.00052405


TIEMPO (seg) volumen (ml a m3)3.19 8603.18

3.2Tiempo promedio 3.19 0.00086Caudal 0.00026959248


Velocidad (m/s) 0.16366950252 Velocidad (m/s) 0.218226

Estático(mm) 37 alturas (mm)Dinámico(mm) 41 35.5070416 h4 26D-E 1.4929584442 h3 30.9

h2 36h1 41.2

D-E (m) 0.001492958444

Velocidad (m/s) 0.17114860407

Estático(mm) 47.5Dinámico(mm) 52 45.033321D-E 2.466679

D-E (m) 0.00246668


h1 h2 h3 h4 L32.6 27.4 22.7 17.4 1538.5 32.9 26 22.7 3043.4 36.9 30.3 24.6 4541.2 36 30.9 29 60

H4 32.6 38.5 43.4 41.2 15H3 27.4 32.9 36.9 36 30H2 22.7 26 30.3 30.9 45H1 17.4 22.7 24.6 26 60

10 20 30 40 50 60 700

5

10

15

20

25

30

35

40

45

50

h4 17.4 h4 22.7h3 22.7 0.11403099 h3 26h2 27.4 h2 32.9h1 32.6 0.07940195 h1 38.5

h4 24.6 h4 26h3 30.3 0.16762676 h3 30.9h2 36.9 h2 36h1 43.4 0.11702974 h1 41.2

10 20 30 40 50 60 700

5

10

15

20

25

30

35

40

45

50

0.17491263

0.11812282

0.218226

0.1636695

vertedero rectangularvolumen m3 tiempo seg caudal m3/seg altura m Q^2/3 log Q log h h/b

0.0005 14.25 3.50877193E-05 0.0175 0.00107177 -2.96989657 -1.75696195 0.583333330.0005 8.89 5.62429696E-05 0.0234 0.00146795 -2.83328784 -1.63078414 0.780.0005 7.67 6.51890482E-05 0.028 0.00161976 -2.79055024 -1.55284197 0.933333330.0005 4.95 0.0001010101 0.0347 0.00216892 -2.6637568 -1.45967053 1.15666667

0.02 0.022 0.024 0.026 0.028 0.03 0.032 0.034 0.0360.001

0.0012

0.0014

0.0016

0.0018

0.002

0.0022

0.0024

f(x) = 0.0618629890512243 x − 2.01507876268681E-05

Q^(2/3) vs H

ALTURA H

Q(̂2

/3)

-1.8 -1.7 -1.6 -1.5 -1.4 -1.3 -1.2

-3

-2.95

-2.9

-2.85

-2.8

-2.75

-2.7

-2.65

-2.6

-2.55

-2.5

f(x) = 0.99477790512573 x − 1.22266390425755R² = 0.983430543263096

LOG Q vs LOG H

LOG H

LOG

Q

0.016 0.018 0.02 0.022 0.024 0.026 0.028 0.03 0.032 0.034 0.0360.145

0.15

0.155

0.16

0.165

0.17

0.175

0.18

f(x) = 0.00988353017505202 x + 0.170220429718368R² = 5.89444263541239E-05

UM vs H

H

UM

0.5 0.6 0.7 0.8 0.9 1 1.1 1.20.145

0.15

0.155

0.16

0.165

0.17

0.175

0.18

f(x) = 0.000296505905251562 x + 0.170220429718368R² = 5.89444263541239E-05

UM vs H/b

h/b

UM

Um b (m) B W Q0.17108761 0.03 0.23 0.078 3.508772E-050.17736379 0.03 0.23 0.078 5.624297E-050.15705729 0.03 0.23 0.078 6.518905E-050.17639696 0.03 0.23 0.078 0.0001010101

500cm3 , h=17,5 y t=14,25

-1.8 -1.7 -1.6 -1.5 -1.4 -1.3 -1.2

-3

-2.95

-2.9

-2.85

-2.8

-2.75

-2.7

-2.65

-2.6

-2.55

-2.5

f(x) = 0.99477790512573 x − 1.22266390425755R² = 0.983430543263096

LOG Q vs LOG H

LOG H

LOG

Q

0.5 0.6 0.7 0.8 0.9 1 1.1 1.20.145

0.15

0.155

0.16

0.165

0.17

0.175

0.18

f(x) = 0.000296505905251562 x + 0.170220429718368R² = 5.89444263541239E-05

UM vs H/b

h/b

UM

VOLUMEN TIEMPO CAUDAL ALTURA Q^(2/5) h^(5/2) Umm3 s m3/s m m3/s

0.0005 42.27 1.182872E-05 0.016 0.01069486 3.23817E-05 0.282392250.0005 19.52 2.561475E-05 0.02 0.01456787 5.65685E-05 0.280508140.0005 11.86 4.215852E-05 0.024 0.01778092 8.92335E-05 0.278978050.0005 6.96 7.183908E-05 0.03 0.02200616 0.00015588 0.27711672

0.01 0.013 0.016 0.019 0.022 0.025 0.028 0.0310.005

0.008

0.011

0.014

0.017

0.02

0.023f(x) = 0.801694601896519 x − 0.00177567643045849R² = 0.994286165207224

Q^(2/5) vs H

ALTURA H

Q(̂2

/5)

0.01 0.013 0.016 0.019 0.022 0.025 0.028 0.0310

0.00001

0.00002

0.00003

0.00004

0.00005

0.00006

0.00007

0.00008

f(x) = 0.0043094141249682 x − 5.91015501340724E-05R² = 0.993238942149391

Q vs H

ALTURA H

CAUD

AL Q

C b B w Q QGOURLEY Y CRIMP GOURLEY Y CRIMP0.83362191504235 0.03 0.23 0.12 1.13275053573E-05 1.205091E-050.82806003165196 0.03 0.23 0.12 2.05993307628E-05 2.091161E-050.82354319982727 0.03 0.23 0.12 3.35783112567E-05 3.28069E-050.81804856111669 0.03 0.23 0.12 6.10629364733E-05 5.692891E-05

,

0.01 0.013 0.016 0.019 0.022 0.025 0.028 0.0310

0.00001

0.00002

0.00003

0.00004

0.00005

0.00006

0.00007

0.00008

f(x) = 0.0043094141249682 x − 5.91015501340724E-05R² = 0.993238942149391

Q vs H

ALTURA H

CAUD

AL Q

curvas vertedero rectangular

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