3. (a) As shown in Figure P3(a), water flows in a rectangular channel which is 5.0 m wide. The upstream depth is 60 mm. The water surface rises by 40 mm as it passes over a portion where the channel bottom rises by 15 mm. Neglecting viscous effects, what is the volume flowrate Q? [Ans: 0.390 m³/s] 3. (b) Q |⁹ 9 V₁ = 10 m/s 60 mm Figure P3(a) As shown in Figure P3(b), water flows up a ramp with negligible viscous losses. The upstream depth and velocity are maintained at h₁ = 1 m and V₁ = 10 m/s, respectively. The ramp height is H = 2 m. Obtain an expression for the downstream depth h₂. Optional: Solve for possible values of the downstream depth h2. [Ans: 19.62h2 -80.38h² +100=0; h₂= 3.731 m, 1.366 m] 9 h₁ = 1 m 100 mm Figure P3(b) 15 mm h₂ H=2m V₂

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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3. (a)
3. (b)
As shown in Figure P3(a), water flows in a rectangular channel which is
5.0 m wide. The upstream depth is 60 mm. The water surface rises by 40
mm as it passes over a portion where the channel bottom rises by 15 mm.
Neglecting viscous effects, what is the volume flowrate Q?
[Ans: 0.390 m³/s]
Q
9
V₁ = 10 m/s
60 mm
Figure P3(a)
As shown in Figure P3(b), water flows up a ramp with negligible viscous
losses. The upstream depth and velocity are maintained at h₁ = 1 m and
V₁ = 10 m/s, respectively. The ramp height is H = 2 m. Obtain an
expression for the downstream depth h₂.
Optional: Solve for possible values of the downstream depth h₂.
[Ans: 19.62h2 -80.38h2 +100=0; h₂= 3.731 m, 1.366 m]
9
h₁=1 m
100 mm
Figure P3(b)
15 mm
ņ2
H = 2m
V₂
Transcribed Image Text:3. (a) 3. (b) As shown in Figure P3(a), water flows in a rectangular channel which is 5.0 m wide. The upstream depth is 60 mm. The water surface rises by 40 mm as it passes over a portion where the channel bottom rises by 15 mm. Neglecting viscous effects, what is the volume flowrate Q? [Ans: 0.390 m³/s] Q 9 V₁ = 10 m/s 60 mm Figure P3(a) As shown in Figure P3(b), water flows up a ramp with negligible viscous losses. The upstream depth and velocity are maintained at h₁ = 1 m and V₁ = 10 m/s, respectively. The ramp height is H = 2 m. Obtain an expression for the downstream depth h₂. Optional: Solve for possible values of the downstream depth h₂. [Ans: 19.62h2 -80.38h2 +100=0; h₂= 3.731 m, 1.366 m] 9 h₁=1 m 100 mm Figure P3(b) 15 mm ņ2 H = 2m V₂
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