Kerala PSC Previous Years Question Paper & Answer

Title : Assistant Professor in Civil Engineering
Question Code : A

Page:9


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'Assistant Professor in Civil Engineering' And exam conducted in the year 2023. And Question paper code was '085/2023'. Medium of question paper was in Malayalam or English . Booklet Alphacode was 'A'. Answer keys are given at the bottom, but we suggest you to try answering the questions yourself and compare the key along wih to check your performance. Because we would like you to do and practice by yourself.

page: 9 out of 18
Excerpt of Question Code: 085/2023

57.

58.

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60.

Group-I contains dimensionless parameters and Group-II contains areas of significance for
dynamic similarity :

Group —I Group — IT
(K) Froud’s Number (1) Flow over spillways
(1) Reynold’s Number (2) Flow around submerged bodies
04) Euler’s Number (8) Capillary movement of water through soils
(N) Weber Number (4) Discharge through sluices

Choose the correct matching out of the following combinations

Codes (K) ൨) ൨2 0०

(A) 1 2 8 4
(B) 1 2 4 3
© 2 1 38 4
0) 4 8 1 2

The weight density of honey is 12kN/m’ and its dynamic viscosity at 20°C is 0.50 kg/m.s
Neglecting the weight density of air, the velocity with which air bubble of 1.0mm diameter
will rise in honey at 20°C is:

(^) 1.33 m/s (B) 1.33 mm/s
(C) 0.70 mm/s (D) 0.70 m/s

Out of the following options given below, choose the wrong one with respect to the boundary
layer thickness :

(A) Increases in the direction of flow

(B) Decreases as approach velocity increases

(C) Increases as kinematic viscosity increases

(D) Not dependent upon the pressure gradient in the direction of flow

Water flows over an obstruction and then flows along a downstream channel as shown in
figure given below. The width of the flow is same on both sides of the obstruction. The depth
of flow at section 2-2 is 2m. Assuming that there is no energy loss between sections 1-1 and

2-2 and g=10m/s*, the velocity of flow at section 1-1 is :

6m Vy



(A) «10 7/5 (B) 3V10m/s
)© V5m/s (D) 3V5m/s

11 085/2023
[7.7.0.]

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