C 100 0.002124 arbitrado Trecho D(mm) D(m) L(m) Q (l/s) Q (m³/s) Q (m³/s) Abcd 300 0.3 1520 70 0.07 0.07 Defa 200 0.2 915 -30 -0.03 0.03

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C 0.002124

100 arbitrado TRECHO ABCD DEFA

D(mm)

D(m) 300 200

L(m) 0.3 0.2

Q (l/s) 1520 915

Q (m³/s) Q (m³/s) 70 0.07 0.07 -30 -0.03 0.03

68.83764 -31.1624

J(m/km)

h(m) 5.46 8.20 ∑

h/Q   8.29 -7.50

Q2 Q m3/s Q m3/s J -1.16236 68.83764 0.0688 0.0688 -1.16236 -31.1624 -0.0312 0.031162

h

∆Q 

0.118 0.250

0.792493 0.368539

5.29 8.80

8.29 7.50

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