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Chemical Engineering - MCQ Practice Questions

Practice free Chemical Engineering multiple-choice questions with detailed answers and explanations. Perfect for competitive exam preparation.

497 questions | 100% Free

Q.41Medium

A sharp-crested weir has a crest length of 2.0 m. If the head over weir is 0.4 m, calculate the discharge using Francis formula. (Use C_d = 0.623)

Q.42Medium

The Blasius equation for friction factor in turbulent flow is valid for:

Q.43Medium

Water flows through a pipe at 15°C (ρ = 999 kg/m³, μ = 1.139×10⁻³ Pa·s). If flow rate is 0.05 m³/s through a 0.1 m diameter pipe, is the flow laminar or turbulent?

Q.44Medium

In open channel flow, the Froude number (Fr) determines the type of flow. For a rectangular channel with depth 0.5 m and velocity 1.5 m/s, calculate the Froude number (g = 9.81 m/s²).

Q.45Medium

For turbulent flow in smooth pipes, which equation is commonly used to estimate friction factor?

Q.46Medium

The minor losses in pipe fittings are expressed as K×(V²/2g) where K is the loss coefficient. For a 90° elbow with Re = 50,000, typical K value is:

Q.47Medium

In a centrifugal pump, the head developed is given by Euler's pump equation. If impeller outlet tangential velocity is 20 m/s and inlet tangential velocity is 4 m/s, calculate theoretical head (g = 9.81 m/s²):

Q.48Medium

In boundary layer theory on a flat plate, the displacement thickness δ* represents:

Q.49Medium

For compressible flow through a nozzle, if pressure drops significantly and reaches sonic conditions, the Mach number at that point is:

Q.50Medium

A hydraulic jump occurs in open channel flow when:

Q.51Medium

The Moody diagram is used to determine friction factor for pipe flow. It shows that friction factor increases with:

Q.52Medium

For a horizontal pipe with diameter variation from D₁ to D₂, if pressure difference is ΔP and ignoring losses, the velocity ratio V₁/V₂ is:

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