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

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2

1

0

0

1

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