Complete GATE CE 2019 Paper 1 overview, original pages and practice · Timed previous-paper practice

Questions 37–39 of 65. Imported answers require review unless explicitly marked reviewed.

Paper practice 65 questionsPage 13 of 22

Question 27

Open question
CEMCQ2 marksNeeds review
A one-dimensional domain is discretised into

sub-domains of width

with node numbers

. If the time scale is discretised in steps of

, the forward-time and centered-space finite difference approximation at

node and

time step, for the partial differential equation

is
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Question 28

Open question
CEMCQ2 marksNeeds review
A rectangular open channel has a width of 5

and a bed slope of 0.001. For a uniform flow of depth 2

, the velocity is 2

. The Manning’s roughness coefficient for the channel is
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Question 29

Open question
CEMCQ2 marksNeeds review
For the following statements:
P – The lateral stress in the soil while being tested in an oedometer is always at-rest. Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre. R – The corrections for overburden pressure and dilatancy are not applied to measured SPT-N values in case of clay deposits.
The correct combination of the statements is
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