महाराष्ट्र अभियंता सेवा (स्थापत्य) पूर्व परीक्षा २०११

महाराष्ट्र अभियंता सेवा (स्थापत्य) पूर्व परीक्षा २०११ Questions And Answers:

आपल्या मित्रांना पाठवा :
41.

To resist heavy lateral loads which type of piles are used ?

42.

A shallow foundation is defined as foundation which has

43.

Allowable soil pressure for foundation in cohesive soils is generally controlled by

44.

Sample procured in a sandy soil by split spoon sampler is

45.

Slip circle method is used for determination of 

46.

The precompression method is useful for compacting

47.

In situ vane shear test is used to measure shearing strength of

48.

Pile foundation is one of the type of

49.

Dynamic Viscosity (µ) has the dimensions as

50.

In a turbulent flow in a pipe, the shear stress is

51.

The critical depth is the depth of flow at which 

52.

Boundary layer on a flat plate is called laminar boundary layer if

53.

The net or effective head at the turbine is

54.

The salinity in water

55.

A triangular DRH due to a 6-h storm in a catchment has a time base of 100 h and a peak flow of 40 m3/s. The catchment area is 180 km2. The 6-h unit hydrograph for this catchment will have a peak flow in m3/s of

56.

In a flow-mass curve the demand line drawn from a ridge in the curve did not intersect the mass curve again. This implies that

57.

The word unit in the unit hydrograph refers to the

58.

A rectangular plot having direction of overland flow parallel to its larger side, has time of concentration of 25 minutes. Following four rainfall patterns are considered for purpose of design of drainage

A = 35 mm/h for 15 minutes

B = 45 mm/h for 10 minutes

C = 10 mm/h for 60 minutes

D = 15 mm/h for 25 minutes

The greatest peak rate of runoff is expected in the storm

59.

According to Khosla's theory, the exit gradient in the absence of a downstream cutoff is

60.

The eccentricity of the resultant permitted on either side of centre of base in gravity dam is given as

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महाराष्ट्र अभियंता सेवा (स्थापत्य) पूर्व परीक्षा २०११ Question And Answers

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