List of top Questions asked in CUET (PG)

Which flip-flop is not widely available for commercial purposes?
For a Non-deterministic Finite Automaton (NDFA) with \( N \) number of states, the equivalent Deterministic Finite Automaton (DFA) has \( D \) number of states. Then, possible number of states in DFA can be defined as:
In a standard Turing Machine \( T \), the transition function \( \delta (q, a) \) for \( q \in Q \) and \( a \in \Gamma \) is defined:
What will be the output after minimizing the following expression with the help of a K-map? \[ F(X,Y) = X Y + X Y' + X Y \]
Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Cable tool drilling} & I. \ \text{No strainer} \\ B. \ \text{Well development} & II. \ \text{Bailer} \\ C. \ \text{Cavity well} & III. \ \text{Effective well diameter} \\ D. \ \text{Gravel pack} & IV. \ \text{Surging} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Cutoff wall} & I. \ \text{Energy dissipation} \\ B. \ \text{Hydraulic jump} & II. \ \text{Critical flow condition} \\ C. \ \text{Froude number is one} & III. \ \text{Preventing piping below the structure} \\ D. \ \text{Flood routing} & IV. \ \text{Storage discharge relationship} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Wind break} & I. \ \text{Surface creep movement} \\ B. \ \text{Boraxing soil particles} & II. \ \text{Suspension movement} \\ C. \ \text{Coarse soil particles} & III. \ \text{Saltation movement} \\ D. \ \text{Floating soil particles} & IV. \ \text{Vegetative barrier for wind erosion} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Splash erosion} & I. \ \text{Impact of falling rain} \\ B. \ \text{Time of concentration} & II. \ \text{Canopy of vegetation} \\ C. \ \text{Dicken's formula} & III. \ \text{Travel time to outlet} \\ D. \ \text{Interception} & IV. \ \text{Peak runoff rate} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Artesian aquifer} & I. \ \text{Unconfined aquifer} \\ B. \ \text{Draw down curve} & II. \ \text{Confining formation} \\ C. \ \text{Well development} & III. \ \text{Cone of depression} \\ D. \ \text{Percolation well} & IV. \ \text{Compressed air} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Infiltration opportunity time} & I. \ \text{Tree crops} \\ B. \ \text{Surface irrigation} & II. \ \text{Command area} \\ C. \ \text{Check basin irrigation} & III. \ \text{Time of ponding} \\ D. \ \text{Cropped area irrigated} & IV. \ \text{Gravity irrigation} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Soil water not available to plant} & I. \ \text{Rhizosphere} \\ B. \ \text{Soil column occupied by root zone} & II. \ \text{Hygroscopic water} \\ C. \ \text{Vertical entry of water into soil} & III. \ \text{Infiltration} \\ D. \ \text{Tensiometer} & IV. \ \text{Soil moisture measurement} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Hydrologic design} & I. \ \text{Stability of structure} \\ B. \ \text{Hydraulic design} & II. \ \text{Continuity equation} \\ C. \ \text{Structural design} & III. \ \text{Design runoff rate} \\ D. \ \text{Flood routing} & IV. \ \text{Dimensions of structure} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Point of inflection} & I. \ \text{Rainfall factor} \\ B. \ \text{Recording raingauge} & II. \ \text{Hydrograph} \\ C. \ \text{Erosivity} & III. \ \text{Impact of falling rain drops} \\ D. \ \text{Splash erosion} & IV. \ \text{Tipping bucket} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Isohyetal method} & I. \ \text{Peak runoff rate} \\ B. \ \text{Rational method} & II. \ \text{Reingauge station} \\ C. \ \text{Point rainfall} & III. \ \text{Mean areal rainfall} \\ D. \ \text{Nash model} & IV. \ \text{Flood routing} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I} & \textbf{LIST II} \\ \hline A. \ \text{Tracy's law} & I. \ \text{Vertical Drainage} \\ B. \ \text{Hooghoudt equation} & II. \ \text{Hydraulic conductivity} \\ C. \ \text{Biodrainage} & III. \ \text{Trees like poplar} \\ D. \ \text{Drainage well} & IV. \ \text{Spacing of tile drains} \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I (Crop)} & \textbf{LIST II (Ideal IW/CPE for irrigation)} \\ \hline A. \ \text{Sorghum} & I. \ 0.8 \\ B. \ \text{Maize} & II. \ 0.9 \\ C. \ \text{Cotton} & III. \ 0.6 \\ D. \ \text{Barley} & IV. \ 0.75 \\ \hline \end{array} \]
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Match LIST I with LIST II
\[ \begin{array}{|l|l|} \hline \textbf{LIST I (Soil order)} & \textbf{LIST II (Characteristics)} \\ \hline A. \ \text{Spodosol} & I. \ \text{Granular and crumb} \\ B. \ \text{Oxisol} & II. \ \text{Lack of profile development} \\ C. \ \text{Mollisol} & III. \ \text{Humid climate} \\ D. \ \text{Zatisol} & IV. \ \text{High in iron} \\ \hline \end{array} \] Choose the correct answer from the options given below:
Remote sensing data have the following type of resolutions:
A. Temporal resolution
B. Spectral resolution
C. Scattered resolution
D. Spatial resolution
E. Radiometric resolution
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If a centrifugal pump does not deliver the water, the possible causes are:
A. Priming is not done.
B. Lubrication is incorrect.
C. Pumping head is too high.
D. Suction pipe is clogged.
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Arrange the following soil types such that the spacing of drains (m) fall in a descending order.
A. Clay loam
B. Loam
C. Sandy loam
D. Peat
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Arrange the following irrigation efficiencies starting from source of water to water needed in the root zone:
A. Reservoir storage efficiency
B. Application efficiency
C. Storage efficiency
D. Conveyance efficiency
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Line up the following methods for ET\(_{0}\) estimation according to year of development, earliest to latest.
A. Blaney and Criddle
B. Radiation
C. Penman-Monteith
D. Modified Penman
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The scientist who has developed the flour pellet method for raindrop size determination is:
Class -A USWB pan has the following specifications:
A. It has metallic sheet of 22 gauge.
B. It has a diameter of 1.2 m.
C. It is painted as green.
D. It has a depth of 25 cm.
E. It is directly placed on the ground surface.
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The characteristic curves of a centrifugal pump has the following relationship:
A. Discharge versus Efficiency
B. Head versus BHP
C. BHP versus Discharge
D. Discharge versus Head
E. Efficiency versus Head
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