The Setup
Visualizing the Flow
Imagine you are watching water flow through a horizontal pipe that suddenly narrows. As the water moves from the wider section A to the narrower section B, it has to squeeze through a smaller space. Because water is incompressible, it can't just pile up; it has to speed up! This increase in speed comes at a cost: a drop in pressure.
In our problem, we are given the cross-sectional areas of both sections: AA=40 cm2 and AB=20 cm2. We are also told that the pressure drops by 700 Nm−2 as the water moves from A to B. Our ultimate goal is to find the rate of flow, which is the volume of water passing through any cross-section per second.
The Equation of Continuity
What Goes In Must Come Out
Our first powerful tool is the Equation of Continuity. It simply states that for an incompressible fluid, the volume flow rate must be constant throughout the pipe.
Let's plug in the areas we know:
By dividing both sides by 20, we find a beautiful, simple relationship between the velocities:
This makes perfect intuitive sense. Since the area at B is exactly half the area at A, the water must travel exactly twice as fast to get the same amount of volume through in the same amount of time.
Bernoulli's Principle
The Energy Balance
Now, how do we connect these velocities to the pressure difference? Enter Bernoulli's Principle. This principle is essentially the conservation of energy for flowing fluids. For a horizontal tube, the potential energy due to height doesn't change, so the equation simplifies to balancing pressure energy and kinetic energy per unit volume:
pA+21ρvA2=pB+21ρvB2
Let's rearrange this to isolate the pressure difference, pA−pB, which we know is 700 Nm−2:
The Final Calculation
Bringing It All Together
Now we substitute all our known values into this rearranged Bernoulli's equation. We know ρ=1000 kg m−3 and vB=2vA:
700=21×1000×((2vA)2−vA2)
Be very careful here to square the entire term (2vA) to get 4vA2. Let's simplify:
Solving for vA2 gives us:
Taking the square root, we find the velocity at section A:
Since our areas are given in cm2 and the options are in cm3/s, we must convert this velocity to cm/s by multiplying by 100:
Finally, the rate of flow Q is the area multiplied by the velocity at any section. Let's use section A:
And there we have it! The water flows at a rate of 2720 cm3/s.