calculo de hidraulica pract.2
TRANSCRIPT
-
7/25/2019 Calculo de Hidraulica Pract.2
1/2
Calculo De Caudal.
Parametro 1 2 3 4 5 PromedioTiempo
(seg)
6.80 6.29 5.33 8.21 6.18 6.562
(m3
!s) 2.20"10#3
2.38"10#3
2.81"10#3
1.82"10#3
2.42"10#3
2.286"10#
3
Calculo De Tira$tes.
Paramet
ro
1 2 3 4 5 6 % 8 9 10 11 12 13 14
& 0 3 6 9 12 15 18 21 24 2% 30 33 36 39'(cm) %.8
5
%.4
0
%.0
0
6.1
5
5.8
0
5.3
0
4.3
0
4.1
0
3.8
5
3.6
5
3.4
0
3.3
0
3.1
5
2.9
0
Tala De Toma De Datos.
& * + (,g) T (seg) '(cm) Ta.1 0 0
15 6.562
%.85
26 -c
2 3 1.69"10#3 %.403 6 3.38"10#3 %.004 9 5.08"10#3 6.155 12 6.%%"10#3 5.806 15 8.46"10#3 5.30% 18 0.01016 4.30
8 21 0.01185 4.109 24 0.01354 3.85
10 2% 0.01524 3.6511 30 0.01693 3.4012 33 0.01862 3.3013 36 0.02032 3.1514 39 0.02201 2.90
Tala De Clculo De Datos.
&o. & * ' /e !D $1 0 0 %.85 561.62 4.92"10#4
0.113 0.04%
2 3 1.69"10#
3
%.40 584.29 5.02"10#4
0.109 0.046
3 6 3.38"10#
3
%.00 606.02 5.11"10#4
0.105 0.045
4 9 5.08"10#
3
6.15 658.06 5.36"10#4
0.09% 0.043
5 12 6.%%"10#
3
5.80 682.18 5.48"10#4
0.093 0.042
6 15 8.46"10#3
5.30 %19.8% 5.69"10#4
0.088 0.040
-
7/25/2019 Calculo de Hidraulica Pract.2
2/2
% 18 0.01016 4.30 809.29 6.24"10#4
0.0%9 0.038
8 21 0.01185 4.10 829.91 6.38"10#4
0.0%% 0.03%
9 24 0.01354 3.85 85%.21 6.58"10
#4
0.0%4 0.036
10 2% 0.01524 3.65 880.38 6.%5"10#4
0.0%2 0.035
11 30 0.01693 3.40 911.16 %"10#4 0.0%0 0.03412 33 0.01862 3.30 924.08 %.12"10
#4
0.069 0.034
13 36 0.02032 3.15 944.1% %.30"10#4
0.06% 0.033
14 39 0.02201 2.90 9%9.6% %.64"10#4
0.065 0.032