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CUET (PG)
List of top Questions asked in CUET (PG)
A sample of saturated soil has a water content of 29.6%. If the specific gravity of solids is 2.7, the dry unit weight (in gram/cm\(^3\)) of the soil is equal to:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Soil Mechanics
The most expansive clay mineral is:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Soil Mechanics
The levels of soil density are given below:
(A) Saturated density
(B) Submerged density
(C) Wet density
(D) Dry density
Choose the most appropriate sequence in the decreasing order of magnitude of the densities of a soil sample:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Soil Mechanics
By placing a soil sample at 105° C for 24 hours in an oven, which of the following statements are correct?
(A) Hygroscopic moisture is lost
(B) Capillary water is lost
(C) Free water is lost
(D) Structural water is lost
Which of the above statements are correct?
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Soil Mechanics
Consider the following statements related to pore pressure parameter \( A \), \( A_f \) (value of \( A \) at failure) and \( R \) (over consolidation ratio):
(A) \( A_f \) is zero when \( R = 1 \)
(B) \( A_f \) is negative when \( R>4 \)
(C) \( A_f \) increases as \( R \) decreases
(D) \( A_f \) decreases as \( R \) decreases
Choose the most appropriate answer from the options given below:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Soil Mechanics
If a sample of clay has a cohesion of 80 kPa and an angle of shearing resistance of 10°, the shear strength of clay at a normal stress of 100 kPa will be:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Soil Mechanics
The coefficient of variation of the rainfall for existing six rain gauge stations in the catchment was found to be 29.54%. The optimum number of stations in the catchment for an admissible 10% error in the estimation of mean rainfall will be:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Hydrology
Potential evapotranspiration (PET) be denoted as
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Hydrology
What would be the evaporation from the pond (in mm), if the pan evaporation is 45 mm and the pan coefficient is 0.70?
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Hydrology
The rainfall on five successive days on a catchment was 2 cm, 6 cm, 9 cm, 5 cm, and 3 cm. If the φ-index for the storm is taken as 3 cm/day, the total direct runoff from the catchment will be:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Hydrology
A point load applied at shear center induces
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Fluid Mechanics
A beam has the same section throughout its length with moment of inertia \(I = 1 \times 10^8 \, \text{mm}^4\). It is subjected to a uniform BM = 40 kN·m, \(E = 2 \times 10^5 \, \text{N/mm}^2\). What is the radius of curvature of the circle into which the beam will bend in the form of an arc of a circle?
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Fluid Mechanics
The Penman’s evapotranspiration equation is based on
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Hydrology
What will be the degree of BMD curve, if the load intensity is of \(n\) degree?
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Fluid Mechanics
A beam of triangular cross-section is subjected to a shear force of 50kN. The base width of the section is 250 mm and the height is 200 mm. The beam is placed with its base horizontal. The shear stress at the neutral axis will be nearly-
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Fluid Mechanics
Earliest finish of an activity is always:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Project Management
Consider the following salient points in a stress-strain curve of mild steel bar:
(A)
Yield point
(B)
Breaking point
(C)
Proportionality limit
(D)
Ultimate point
The correct sequence in which they occur while testing the mild steel bar in tension from initial zero strain to failure is:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Fluid Mechanics
What are the support reactions at the fixed end of the cantilever beam of 3 m length as shown in the diagram below?
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Fluid Mechanics
The failure theory which is the most conservative for ductile materials is
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Fluid Mechanics
The reduction in project time normally results in
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Project Management
Consider the following characteristics of contour:
(A) A uniform slope is indicated when contour lines are spaced uniformly
(B) Contour lines cannot go anywhere but can close on themselves
(C) A set of closed contours indicates a depression or a summit, according to the lower or higher values being respectively inward
(D) A contour is an imaginary line passing through the points of an equal level on the surface of earth
Choose the correct answer from the options given below:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Surveying
Consider the following statements:
(A) Engineering survey is used to collect requisite data for planning, design and execution of engineering projects.
(B) Reconnaissance survey is used to determine the feasibility and estimation of a scheme.
(C) Route survey is used for depiction of topography of a region.
(D) Archaeological survey is used for determining unearthing relics of antiquity.
Choose the correct answer from the options given below:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Surveying
As per Indian standard specifications, the length of one link in 30 meter chain is:
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Hydrology
What is the volume of a 6 m deep tank having rectangular shaped top 6 m $\times$ 4 m and bottom 4 m $\times$ 2 m? (use mean-area method)
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Hydrology
In proportion of concrete mix, 1:12 (M 25) represents
CUET (PG) - 2025
CUET (PG)
Water Engineering and Management
Concrete Technology
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