All FE Civil practice problems

FE Civil Fluid Mechanics practice problems

6 free FE Civil Fluid Mechanics practice problems with answers and full worked solutions. Fluid Mechanics carries 6–9 of the 110 questions on the FE Civil exam (NCEES specification effective July 2020). Pick an answer to check it, then read the worked solution and why each wrong choice is wrong.

6 worked Fluid Mechanics problems

  1. Question 1 of 6

    Water moves at 4.5 ft/s through a 10-in diameter pipe. The volumetric flow rate is most nearly:

    Water moving at 4.5 ft/s through a pipe of 10 in inside diameter.
    Answer choices for question 1

    Show the answer and the reasoning

    Why A

    Given: V = 4.5 ft/s in a 10-in pipe, D = 0.833 ft. Relation: Q = VA, with A = piD^2/4 in ft^2. Substitute: A = 0.5450 ft^2; Q = 4.5 x 0.5450. Result: Q = 2.452 cfs. Check: the diameter goes into feet before it is squared.

    Why B is tempting

    Divided by the area instead of multiplying.

    Why C is tempting

    Used piD^2 rather than piD^2/4 for the pipe area.

    Why D is tempting

    Used the circumference in place of the flow area.

    Source NCEES FE Reference Handbook 10.6 — Fluid Mechanics

  2. Question 2 of 6

    A fluid has a specific weight of 100 lb/ft^3. Its density is most nearly:

    Answer choices for question 2

    Show the answer and the reasoning

    Why C

    Given: specific weight 100 lb/ft^3. Relation: gamma = rho g, so rho = gamma/g. Substitute: rho = 100/32.2. Result: rho = 3.106 slug/ft^3.

    Why A is tempting

    Inverted the ratio, giving an acceleration per unit specific weight rather than a density.

    Why B is tempting

    Divided by the specific weight of water, which gives specific gravity rather than density.

    Why D is tempting

    Reported the specific weight.

    Source NCEES FE Reference Handbook 10.6 — Fluid Mechanics

  3. Question 3 of 6

    A tank holds a liquid of specific gravity 0.8. The gauge pressure at a depth of 72 ft is most nearly:

    Open tank holding a liquid of specific gravity 0.8, with a point marked 72 ft below the free surface.
    Answer choices for question 3

    Show the answer and the reasoning

    Why A

    Given: SG = 0.8, depth 72 ft below the free surface. Relation: gauge pressure p = SG gamma_w h, divided by 144 to give psi. Substitute: p = 0.8(62.4)(72)/144. Result: p = 24.96 psi.

    Why B is tempting

    Used the specific weight of water, ignoring the fluid specific gravity.

    Why C is tempting

    Added atmospheric pressure. The question asks for gauge, not absolute, pressure.

    Why D is tempting

    Divided by 12 rather than 144.

    Source NCEES FE Reference Handbook 10.6 — Fluid Mechanics

  4. Question 4 of 6

    Water flows at 4 cfs through a head of 170 ft. The hydraulic power is most nearly:

    Answer choices for question 4

    Show the answer and the reasoning

    Why D

    Given: Q = 4 cfs through a head of 170 ft. Relation: P = gamma Q h, divided by 550 ft-lb/s per horsepower. Substitute: P = 62.4(4)(170)/550. Result: P = 77.15 hp.

    Why A is tempting

    Used 33,000 ft-lb/min. With the discharge in cubic feet per second the power is per second, so the constant is 550.

    Why B is tempting

    Used 8.34 lb per gallon with a discharge in cubic feet per second.

    Why C is tempting

    Multiplied by 0.746, converting the horsepower to kilowatts.

    Source NCEES FE Reference Handbook 10.6 — Fluid Mechanics

  5. Question 5 of 6

    A pitot-static tube in a water pipe registers a differential head of 4.2 ft. The local velocity is most nearly:

    Pitot-static tube facing the flow in a water pipe, registering a differential head of 4.2 ft between its stagnation and static taps.
    Answer choices for question 5

    Show the answer and the reasoning

    Why C

    Given: a differential (stagnation minus static) head of 4.2 ft of water. Relation: the stagnation point turns velocity head into pressure head, so dh = V^2/2g and V = sqrt(2g dh). Substitute: V = sqrt(2 x 32.2 x 4.2). Result: V = 16.45 ft/s.

    Why A is tempting

    Left the acceleration of gravity out.

    Why B is tempting

    Halved the velocity.

    Why D is tempting

    Left the head outside the radical.

    Source NCEES FE Reference Handbook 10.6 — Fluid Mechanics

  6. Question 6 of 6

    A liquid has a specific gravity of 0.92. Its specific weight is most nearly:

    Answer choices for question 6

    Show the answer and the reasoning

    Why B

    Given: specific gravity 0.92. Relation: gamma = SG x gamma_water, with gamma_water = 62.4 lb/ft^3. Substitute: gamma = 0.92(62.4). Result: gamma = 57.41 lb/ft^3. Check: SG is a ratio, so multiplying by the specific weight of water restores the units.

    Why A is tempting

    Multiplied by the acceleration of gravity rather than the specific weight of water.

    Why C is tempting

    Used the SI density of water in a US customary calculation.

    Why D is tempting

    Applied gravity a second time; the specific weight of water already includes it.

    Source NCEES FE Reference Handbook 10.6 — Fluid Mechanics

Going further

Frequently asked questions

How many Fluid Mechanics questions are on the FE Civil exam?

Between 6 and 9 of the 110 questions, according to the NCEES FE Civil specification effective July 2020.

Are these real NCEES exam questions?

No. NCEES does not release its exam questions. These are original FE-style problems written to the NCEES specification and the FE Reference Handbook; every calculated key is checked by two independent solution methods.

Are these Fluid Mechanics practice problems free?

Yes. All 6 problems on this page, with answers and full worked solutions, are free and need no account.

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