Hidraulica 2.xlsx
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b
Q
U
4.18 y
17 si=b.yi
0 0.4 0.6 0.8 1 1.19 1.4 1.6 1.8 2 4 5
0 1.672 2.508 3.344 4.18 4.9742 5.852 6.688 7.524 8.36 16.72 20.9
6
g 1.95
u=Q/si 0 10.16746 6.778309 5.083732 4.066986 3.417635 2.90499 2.541866 2.259436 2.033493 1.016746 0.813397
9.81 Ep=y
Ec=U²/2g Esp=Ep+Ec 0 0 0 0.4 5.268977 5.668977 0.6 2.341768 2.941768 0.8 1.317244 2.117244 1 0.843036 1.843036 1.19 0.595323 1.785323 1.4 0.430121 1.830121 1.6 0.329311 1.929311 1.8 0.260196 2.060196 2 0.210759 2.210759 4 0.05269 4.05269 5 0.033721 5.033721
5
4
3
2
1
0
0
1
6
5
4
3
2
1
0
0
1
2
3
4
5
6
6
Q
U
4.18 y
17 si=b.yi
0 0.4 0.6 0.8 1 1.19 1.4 1.6 1.8 2 4 5
0 1.672 2.508 3.344 4.18 4.9742 5.852 6.688 7.524 8.36 16.72 20.9
6
g 1.95
u=Q/si 0 10.16746 6.778309 5.083732 4.066986 3.417635 2.90499 2.541866 2.259436 2.033493 1.016746 0.813397
9.81 Ep=y
Ec=U²/2g Esp=Ep+Ec 0 0 0 0.4 5.268977 5.668977 0.6 2.341768 2.941768 0.8 1.317244 2.117244 1 0.843036 1.843036 1.19 0.595323 1.785323 1.4 0.430121 1.830121 1.6 0.329311 1.929311 1.8 0.260196 2.060196 2 0.210759 2.210759 4 0.05269 4.05269 5 0.033721 5.033721
5
4
3
2
1
0
0
1
6
5
4
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