For complete stabilisation of organic matter in polluted water, it takes
Anonymous Quiz
21%
(A) 5 days
32%
(B) 10 days
31%
(C) 20 days
16%
(D) 30 days
The best process of disinfection of public water supply, is by
Anonymous Quiz
7%
(A) Boiling
76%
(B) Chlorination
13%
(C) Adding lime
4%
(D) Adding ozone
P.V.C. pipes can withstand pressure bead of water upto
Anonymous Quiz
16%
(A) 25 m
32%
(B) 50 m
38%
(C) 75 m
14%
(D)100 m
For controlling algae, the most commonly used chemical, is
Anonymous Quiz
38%
(A) Copper sulphate
36%
(B) Alum
12%
(C) Lime
13%
(D) Bleaching powder
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Mock Interview | Parth Jethava | Rank - 05 | Assistant Engineer (Irrigation Department) | WebSankul
📚 Topper Mock Interview By WebSankul Civil Engineering
👔 Name : Shri Parth Arvindbhai Jethava
🎖️ Rank - 05 (Assistant Engineer - Irrigation Department)
✅ આશા રાખીએ છીએ કે આ મોક ઇન્ટરવ્યુ જોયા બાદ તમામ વિદ્યાર્થીઓ જે ભવિષ્યમાં પોતે પણ GPSC ક્લાસ 1/2 ઓફિસર…
👔 Name : Shri Parth Arvindbhai Jethava
🎖️ Rank - 05 (Assistant Engineer - Irrigation Department)
✅ આશા રાખીએ છીએ કે આ મોક ઇન્ટરવ્યુ જોયા બાદ તમામ વિદ્યાર્થીઓ જે ભવિષ્યમાં પોતે પણ GPSC ક્લાસ 1/2 ઓફિસર…
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Sedimentation analysis is based on the assumption:
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5%
(A) Soil particles are spherical
10%
(B) Particles settle independent of other particles
8%
(C)Walls of the jar do not affect the settlement
77%
(D)All the above
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Compressibility of sandy soils is
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9%
(A) Almost equal to that of clayey soils
40%
(B)Much greater than that of clayey soils
46%
(C)Much less than that of clayey soils
4%
(D)None of the above
The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known
Anonymous Quiz
9%
(A) Liquid limit
69%
(B) Plastic limit
19%
(C) Shrinkage limit
3%
(D)Permeability limit
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The ratio of the weight of given volume of soil solids to the weight of an equal volume of distilled water at the given temperature, is known
Anonymous Quiz
9%
(A) Porosity
62%
(B) Specific gravity
13%
(C) Void ratio
16%
(D)Water content
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The maximum value of effective stress in the past divided by the present value is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is
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20%
(A) Less than 1
18%
(B) 1
60%
(C)More than 1
2%
(D)None of these
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