Complete GATE CE 2026 Paper 2 overview, original pages and practice · Timed previous-paper practice

Questions 55–57 of 65. Imported answers require review unless explicitly marked reviewed.

Paper practice 65 questionsPage 19 of 22

Question 55

Open question
CENAT2 marksNeeds review
The flow depth for a discharge of 10 m³/s in a wide rectangular channel is 2.0 m. Assume that the flow is uniform. If the discharge is doubled, the flow depth (in m) in this channel is ______ (rounded off to two decimal places).

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Question 56

Open question
CENAT2 marksNeeds review
For a clayey soil stratum, the time required for degree of consolidation from 25 % to 50 % is 30 days.
The total time (in days) required for 90 % degree of consolidation of the same soil stratum is _____ (rounded off to the nearest integer).

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Question 57

Open question
CENAT2 marksNeeds review
The ultimate bearing capacity of a 1 m wide strip footing is 532.8 kPa, when it is embedded at 1 m depth in dry cohesionless soil. The soil has a unit weight of 18 kN/m³. The ultimate bearing capacity is 864 kPa when the depth of embedment becomes 2 m.
Neglecting the effect of the depth factor, the bearing capacity factor N_q is ______ (rounded off to one decimal place).

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