curvas vertedero rectangular
DESCRIPTION
Curvas de caudal vs altura, para un vertedero rectangular,TRANSCRIPT
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
BASE (mm) 39.98 BASE (mm) 39.98ALTURA (mm) 30.3 ALTURA (mm) 43.4ÁREA (mm2) 1211.394 ÁREA (mm2) 1735.132ÁREA (m2) 0.001211394 ÁREA (m2) 0.00173513
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
Velocidad (m/s) 0.10139926
TIEMPO (seg) volumen (ml a m3)3.19 8603.18
3.2Tiempo promedio 3.19 0.00086Caudal 0.00026959248
BASE (mm) 39.98 BASE (mm) 39.98ALTURA (mm) 41.2 ALTURA (mm) 30.9ÁREA (mm2) 1647.176 ÁREA (mm2) 1235.382ÁREA (m2) 0.001647176 ÁREA (m2) 0.00123538
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
Velocidad (m/s) 0.21999146
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
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25
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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