Soil Mechanics & Foundation

111) The total discharge from two wells situated near to each other is

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less than the sum of the discharges from the wells

112) The hydrostatic pressure on the phreatic line with in a dam section is

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equal to the atmospheric pressure

113) The top flow line in the case of seepage flow through an earth dam has the shape of

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parabola

114) The u/s face of an earth dam is

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an equipotential line

115) The phreatic line is

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the top flow line

116) Flow through an earth dam is a case of

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unconfined flow

117) The seepage force in soils at exit is proportional to

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the exit gradient

118) The electrical analogy method is used to

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draw flownet

119) Flow net is used for the determination of

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all the above

120) When analogy is drawn between Darcy’s law for flow of water and Ohm’s law for flow of current, what is analogous to the quantity of seepage?

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Current

Subject Notes

→ Hydraulics → Structural Design-RCC → Irrigation Engineering → Highway Engineering → Engineering Survey → Water supply & sanitary → Soil Mechanics → Mechanics and structure → Construction Management → Building Construction → Estimating and Costing → Engineering Drawing → Building Material → Airport Engineering

Objective Box

→ Airport Engineering → Building Construction → Construction Management → Construction Materials → Engineering Drawing → Engineering Survey → Estimating and Costing → Highway Engineering → Fluid & Hydraulics → Soil Mechanics → Structural Design - RCC → Water Supply and Sanitary → Irrigation Engineering → Mechanics and Structure → Civil MCQ Set 1 → Civil MCQ Set 2 → Civil MCQ Set 3 → Civil MCQ Set 4

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