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Concept drill

pipe flow

GATE Civil Engineering · Fluid Mechanics - Pipe Networks · 2018-2026

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2026 Q16

Two reservoirs having different water levels are connected by two long parallel pipelines of same length and same material but having diameters of 600 mm and 400 mm. Using Darcy-We...

mediumanswer key
2026 Q41

In a laminar flow of a Newtonian fluid through a circular pipe of radius 5 cm, the maximum velocity is found to be 2 m/s. The velocity (in m/s) at a radial distance of 2.50 cm from...

mediumanswer key
2026 Q54

A centrifugal pump is delivering water from an underground tank to an overhead reservoir against a static head of 35 m through a 2 km long, 250 mm diameter pipe. The head-discharge...

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2025 Q33

Consider steady flow of water in the series pipe system shown below, with specified discharge. The diameters of Pipes A and B are 2 m and 1 m, respectively. The lengths of pipes A...

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2024 Q57

A 500 m long water distribution pipeline P with diameter 1.0 m, is used to convey 0.1 m³/s of flow. A new pipeline Q, with the same length and flow rate, is to replace P. The frict...

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2024 PYQ

A 500 m long water distribution pipeline P with diameter 1.0 m, is used to convey 0.1 m 3 /s of flow. A new pipeline Q, with the same length and flow rate, is to replace P. The fri...

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2022 Q57

Two reservoirs are connected by two parallel pipes of equal length and of diameters 20 cm and 10 cm, as shown in the figure (not drawn to scale). When the difference in the water l...

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2021 Q12

The ratio of the momentum correction factor to the energy correction factor for a laminar flow in a pipe is

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2021 Q32

A fluid flowing steadily in a circular pipe of radius R has a velocity that is everywhere parallel to the axis (centerline) of the pipe. The velocity distribution along the radial...

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2019 Q49

Two identical pipes (i.e., having the same length, same diameter, and same roughness) are used to withdraw water from a reservoir. In the first case, they are attached in series an...

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2018 Q23

A triangular pipe network is shown in the figure. The head loss in each pipe is given by hf = rQ^1.8, with the variables expressed in a consistent set of units. The value of r for...

hardanswer key
2018 Q48

A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water (kinematic viscosity = 0.9×10⁻⁶ m²/s) with velocity of 3 m/s. Friction factor (f) for la...

hardanswer key