Caudal
9
UNIVERSIDA D CESAR VALLEJO INFORME FENÓMENOS TRANSPORTES V. RESULTADOS: ∆H (m) T= s V (m³) 0.01 10.235 144 x 10 −6 0.02 9.67 186.5 x 10 −6 0.03 9.99 228 x 10 −6 0.04 9.92 262.5 x 10 −6 0.05 9.985 287.5 x 10 −6 0.06 10.08 305.5 x 10 −6 0.07 9.88 332.5 x 10 −6 0.08 10.06 337.5 x 10 −6 0.09 9.785 366.5 x 10 −6 0.10 10.035 398.5 x 10 −6 0.11 9.765 411.5 x 10 −6 0.12 10.465 445 x 10 −6 0.13 10.03 457.5 x 10 −6 0.14 10.22 470 x 10 −6 0.15 9.525 457.5 x 10 −6 0.16 10.235 505 x 10 −6 0.17 9.765 520 x 10 −6 0.18 10.17 537.5 x 10 −6 0.19 9.83 545 x 10 −6 0.20 9.90 553.5 x 10 −6 Hallando Qreal (Qr): 1. QR1= 144 x 10 −6 m ³ 10.235 s = 1.407 x 10 −5 2. QR2= 186.5 x 10 −6 m ³ 9.67s = 1.929 x 10 −5 3. QR3= 228 x 10 −6 m ³ 9.99 s = 2.282 x 10 −5 4. QR4= 262.5 x 10 −6 m ³ 9.92s = 2.646 x 10 −5 5. QR5= 287.5 x 10 −6 m ³ 9.985 s = 2.879 x 10 −5
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Transcript of Caudal
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
V. RESULTADOS:
∆H (m) T= s V (m³)0.01 10.235 144 x 10−6
0.02 9.67 186.5 x 10−6
0.03 9.99 228 x 10−6
0.04 9.92 262.5 x 10−6
0.05 9.985 287.5 x 10−6
0.06 10.08 305.5 x 10−6
0.07 9.88 332.5 x 10−6
0.08 10.06 337.5 x 10−6
0.09 9.785 366.5 x 10−6
0.10 10.035 398.5 x 10−6
0.11 9.765 411.5 x 10−6
0.12 10.465 445 x 10−6
0.13 10.03 457.5 x 10−6
0.14 10.22 470 x 10−6
0.15 9.525 457.5 x 10−6
0.16 10.235 505 x 10−6
0.17 9.765 520 x 10−6
0.18 10.17 537.5 x 10−6
0.19 9.83 545 x 10−6
0.20 9.90 553.5 x 10−6
Hallando Qreal (Qr):
1. QR1=144 x10−6m ³
10.235 s= 1.407 x 10−5
2. QR2=186.5 x 10−6m ³
9.67 s= 1.929 x 10−5
3. QR3=228x 10−6m ³
9.99 s= 2.282 x10−5
4. QR4=262.5x 10−6m ³
9.92 s= 2.646 x10−5
5. QR5=287.5x 10−6m ³
9.985 s= 2.879 x10−5
6. QR6=144 x10−6m ³
10.235 s=2.646 x10−5
7. QR7=144 x10−6m ³
10.235 s=2.646 x10−5
8. QR8=337.5 x 10−6m ³
10.06 s=3.553 x10−5
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
9. QR9=366.5 x 10−6m ³
9.785 s= 3.746x10−5
10. QR10=398.5 x 10−6m ³
10.035 s= 3.971 x10−5
11. QR11=411.5 x 10−6m ³
9.785 s= 4.244 x10−5
12. QR12=445 x10−6m ³
10.465 s= 4.252 x10−5
13. QR13=457.5 x10−6m ³
10.03 s= 4.561 x10−5
14. QR14=470 x10−6m ³
10.22 s= 4.599 x10−5
15. QR15=457.5 x10−6m ³
9.525 s=¿ 4.753 x10−5
16. QR16=505 x 10−6m ³
10.235 s= 4.934 x10−5
17. QR17=520 x 10−6m ³
9.765 s= 5.325 x10−5
18. QR18=537.5x 10−6m ³
10.17 s=¿ 5.285 x10−5
19. QR19=545 x 10−6m ³
9.83 s= 5.943 x10−5
20. QR20=553.5 x 10−6m ³
9.90 s= 5.599 x10−5
Hallando el Teórico (QT)
πD 1²4 x √ 2 g x ∆H¿¿ ¿
1. Qt1= (π )¿¿ x √ 2 x (9.81)(0.01)( 0.013070.0074 )4
−1
Qt1= 1.342 x 10−4m² x √0.022m2/ s ²Qt1= 2.012 x 10−5m³/s
2. Qt2= (π )¿¿ x √ 2 x (9.81)(0.02)( 0.013070.0074 )4
−1
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
Qt2= 1.342 x 10−4m² x √0.045m2/s ²Qt2= 2.845 x 10−5m³/s
3. Qt3= (π )¿¿ x √ 2 x (9.81)(0.03)( 0.013070.0074 )4
−1
Qt3= 1.342 x 10−4m² x √0.067m2/s ²Qt3= 3.484 x 10−5m³/s
4. Qt4= (π )¿¿ x √ 2 x (9.81)(0.04)( 0.013070.0074 )4
−1
Qt4= 1.342 x 10−4m² x √0.089m2/s ²Qt4= 4.023 x 10−5m³/s
5. Qt5= (π )¿¿ x √ 2 x (9.81)(0.05)( 0.013070.0074 )4
−1
Qt5= 4.498 x 10−5m³/s
6. Qt6= (π )¿¿ x √ 2 x (9.81)(0.06)( 0.013070.0074 )4
−1
Qt6=4.928 x 10−5m³/s
7. Qt7= (π )¿¿ x √ 2 x (9.81)(0.07)( 0.013070.0074 )4
−1
Qt7= 5.322 x 10−5m³/s
8. Qt8= (π )¿¿ x √ 2 x (9.81)(0.08)( 0.013070.0074 )4
−1
Qt8=5.690 x 10−5m³/s
9. Qt9= (π )¿¿ x √ 2 x (9.81)(0.09)( 0.013070.0074 )4
−1
Qt9=6.672 x 10−5m³/s
10. Qt10= (π )¿¿ x √ 2 x (9.81)(0.10)( 0.013070.0074 )4
−1
Qt10=6.362 x 10−5m³/s
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
11. Qt11= (π )¿¿ x √ 2 x (9.81)(0.11)( 0.013070.0074 )4
−1
Qt11=6.672 x 10−5m³/s
12. Qt12= (π )¿¿ x √ 2 x (9.81)(0.12)( 0.013070.0074 )4
−1
Qt12=6.969 x 10−5m³/s
13. Qt13= (π )¿¿ x √ 2 x (9.81)(0.13)( 0.013070.0074 )4
−1
Qt13=7.253 x 10−5m³/s
14. Qt14= (π )¿¿ x √ 2 x (9.81)(0.14)( 0.013070.0074 )4
−1
Qt14=7.527 x 10−5m³/s
15. Qt15= (π )¿¿ x √ 2 x (9.81)(0.15)( 0.013070.0074 )4
−1
Qt15=7.791 x 10−5m³/s
16. Qt16= (π )¿¿ x √ 2 x (9.81)(0.16)( 0.013070.0074 )4
−1
Qt16=8.047 x 10−5m³/s
17. Qt17= (π )¿¿ x √ 2 x (9.81)(0.17)( 0.013070.0074 )4
−1
Qt17=8.294 x 10−5m³/s
18. Qt18= (π )¿¿ x √ 2 x (9.81)(0.18)( 0.013070.0074 )4
−1
Qt18=8.535 x 10−5m³/s
19. Qt19= (π )¿¿ x √ 2 x (9.81)(0.19)( 0.013070.0074 )4
−1
Qt19=8.769 x 10−5m³/s
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
20. Qt20= (π )¿¿ x √ 2 x (9.81)(0.20)( 0.013070.0074 )4
−1
Qt20=8.997 x 10−5m³/s
Hallando el Coeficiente de Caudal:
∝= QrealQteorico
1. ∝1= 1.407 x 10–5m3/ s
2.012 x 10−5
∝1= 0.699
2. ∝2= 1.929 x 10– 5m3/s
2.845 x 10−5
∝2= 0.678
3. ∝3= 2.282x 10–5m3/s
3.484 x 10−5
∝3= 0.655
4. ∝4= 2.646 x 10–5m3/ s
4.023 x10−5
∝1= 0.658
5. ∝5= 2.879 x 10– 5m3/s
4.498 x10−5
∝5= 0.640
6. ∝6= 3.026 x 10–5m3/ s
4.928 x10−5
∝1= 0.614
7. ∝7= 3.365 x 10– 5m3/s
5.322 x 10−5
∝7= 0.632
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
8. ∝8= 3.355 x 10– 5m3/s
5.690 x 10−5
∝8= 0.590
9. ∝9= 3.746 x 10–5m3/ s
6.035 x 10−5
∝9= 0.621
10. ∝10= 3.971 x10–5m3/s
6.362 x10−5
∝10= 0.624
11. ∝11= 4.214 x10–5m3/s
6.672 x10−5
∝11= 0.632
12. ∝12= 4.252 x10–5m3/ s
6.969 x 10−5
∝12= 0.610
13. ∝13= 4.561 x10–5m3/ s
7.253 x 10−5
∝13= 0.629
14. ∝14= 4.599 x10–5m3/s
7.527 x10−5
∝14= 0.611
15. ∝15= 4.753 x10–5m3/s
7.771 x 10−5
∝15= 0.610
16. ∝16= 4.935 x10–5m3/s
8.047 x10−5
∝16= 0.613
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
17. ∝17= 5.325 x 10– 5m3/s
8.249 x 10−5
∝17= 0.642
18. ∝18= 5.285x 10– 5m3/s
8.535 x 10−5
∝18= 0.619
19. ∝19= 5.493x 10– 5m3/s
8.769 x 10−5
∝19= 0.626
20. ∝20= 5.591 x10–5m3/s
8.997 x 10−5
∝20= 0.621
Q real (m³/s) Qteorico (m³/s) Coeficiente de caudal ∝1.407 x 10−5 2.012 x 10−5 0.6991.929x 10−5 2.845 x 10−5 0.6782.289x 10−5 3.484 x 10−5 0.6552.646 x 10−5 4.023 x 10−5 0.6582.879 x 10−5 4.498 x 10−5 0.6403.026 x 10−5 4.928 x 10−5 0.6143.365 x 10−5 5.322 x 10−5 0.6323.355 x 10−5 5.690 x 10−5 0.5903.746 x 10−5 6.035 x 10−5 0.6213.971 x 10−5 6.362 x 10−5 0.624
4.214 x 10−5 6.672 x 10−5 0.6324.252 x 10−5 6.969 x 10−5 0.6104.561 x 10−5 7.253 x 10−5 0.6294.599 x 10−5 7.527 x 10−5 0.6114.753 x 10−5 7.791 x 10−5 0.6104.934 x 10−5 8.047 x 10−5 0.6135.325 x 10−5 8.294 x 10−5 0.6425.285 x 10−5 8.535 x 10−5 0.6195.493 x 10−5 8.769 x 10−5 0.6265.591 x 10−5 8.997 x 10−5 0.621
∝=0 .6312≅ 0 .6
UNIVERSIDAD CESAR VALLEJO
INFORME FENÓMENOS TRANSPORTES
