CUET PG 2026 Water Engineering Question Paper with Solutions - Available

CUET PG Questions

• 1.

  The magnetic bearing of line AB is 88°45'. Calculate the true bearing if the magnetic declination is 5°30' east.

  • 93°15'
  • 83°15'
  • 94°15'
  • 84°15'
    
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• 2.

  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:

  • (C), (B), (A), (D)
  • (A), (B), (C), (D)
  • (A), (C), (B), (D)
  • (A), (B), (C), (D)
    
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• 3.

  Match List-I with List-II

  \[ \begin{array}{|c|c|} \hline \textbf{Dimensionless number} & \textbf{Types of forces} \\ \hline (A) \text{Euler's number} & (IV) \text{Compressibility force} \\ (B) \text{Froude's number} & (II) \text{Gravity force} \\ (C) \text{Mach number} & (III) \text{Surface Tension} \\ (D) \text{Weber number} & (I) \text{Pressure force} \\ \hline \end{array} \]

  • (A) - (I), (B) - (II), (C) - (IV), (D) - (III)
  • (A) - (I), (B) - (III), (C) - (II), (D) - (IV)
  • (A) - (I), (B) - (III), (C) - (II), (D) - (V)
  • (A) - (III), (B) - (IV), (C) - (I), (D) - (II)
    
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• 4.

  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:

  • (A) and (C) only
  • (A), (B) and (C) only
  • (A), (B), (C) and (D)
  • (B) and (D) only
    
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• 5.

  The most expansive clay mineral is:

  • Quartz
  • Montmorillonite
  • Kaolinite
  • Illite
    
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• 6.

  In proportion of concrete mix, 1:12 (M 25) represents

  • Cement : fine aggregates : water
  • Fine aggregates : cement : coarse aggregates
  • Coarse aggregates : fine aggregates : cement
  • Cement : fine aggregates : coarse aggregates
    
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