Kerala PSC Previous Years Question Paper & Answer

Title : ASSISTANT ENGINEER CIVIL ARCHAEOLOGY/ASST ENGINEER CIVIL HEAD DRAFTSMAN CIVIL AGRICULTURE ENGINEERING WING
Question Code : A

Page:7


Below are the scanned copy of Kerala Public Service Commission (KPSC) Question Paper with answer keys of Exam Name 'ASSISTANT ENGINEER CIVIL ARCHAEOLOGY/ASST ENGINEER CIVIL HEAD DRAFTSMAN CIVIL AGRICULTURE ENGINEERING WING' And exam conducted in the year 2015. And Question paper code was '143/2015'. 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: 7 out of 12
Excerpt of Question Code: 143/2015



൫2.

83.

84.

3

57.

58.

A reservoir which retains excess supplies during periods of peak flows and release them
gradually during low flows :

(^) Retarding reservoir (B) Flood control reservoir

(C) Distribution reservoir (D) Conservation reservoir

A plot of cumulative rain versus time is called :
(ക) Mass curve ര) Hydrograph
(¢) Hyetograph (D) DAD curve

Example of subsurface source of water 5
(A) दिश्या (B) Ponds
(C) Spring (D) Streams

The standard unit of turbidity of water is that which is produced by 1 mg of
dissolved in one litre of distilled water.

(4) Finely divided silica - (B) Platinum cobalt

(C) Potassium permanganate (D) Formazin

A compound that imparts temporary hardness to water :
(ಗ) Calcium sulphate (©) Magnesium chloride

(C) Calcium nitrate (D) Magnesium carbonate

Which of the following is incorrect regarding a slow sand filter :
(ಹ) Tncoming water should not be treated by coagulants
(B) Depth of water should be double the depth of filter sand
(C) Loss of head is limited to a maximum of 1.2 m

(D) Cleaning should not be done by back washing

A method of disinfection of drinking water :
(5) Treatment with excess lime (B) Treatment with ozone
(C) Electra-Katadyn process (D) All the above

BOD of effluent from secondary biological treatment of sewage is :
(^) 010 5% of the original (B) 5 to 10% of the original
(C) 25 to 40% of the original (D) 50 to 60% of the original

9 143/2015
[P.T.O]]

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