The GATE Grind

GATE Soil and Water Conservation Engineering: Hydrology – Previous Year Questions

19 GATE previous year questions on Hydrology (Soil and Water Conservation Engineering, Agricultural Engineering) with answers and explanations, from every paper.

  1. GATE 2021 AG Q16 (1 mark, Multiple choice) – Hydrologic reservoir-routing methods use .
  2. GATE 2021 AG Q44 (2 marks, Multiple choice) – A catchment IUH is an isosceles triangle with peak60 m³/s at 3 h. Constant baseflow7.5 m³/s. Find the peak of its3-hour unit hydrograph in m³/s.
  3. GATE 2021 AG Q56 (2 marks, Numerical answer) – A watershed receives90 mm rain. Initial abstraction=.25S. Forest retention S=136 mm changes to 64 mm after cultivation. Find percent change in daily…
  4. GATE 2022 AG Q18 (1 mark, Multiple choice) – The shape of the falling limb of a hydrograph depends on .
  5. GATE 2022 AG Q56 (2 marks, Numerical answer) – Rainfall is 152.4 mm. Land uses: residential40%, soil C, CN83; good open space25%, soil D, CN80; commercial20%, soil C, CN94; industrial15%, soil D,…
  6. GATE 2022 AG Q58 (2 marks, Numerical answer) – Inflow ordinates at hours 0–9 are0,23,57,119,98,71,57,28,11,0 m³/s. Muskingum Δt=1 h, X=.2,K=.7 h. Find outflow at hour2 in m³/s, to two decimals.
  7. GATE 2023 AG Q25 (1 mark, Multiple choice) – Which information is needed to estimate design flood using the Rational formula?
  8. GATE 2023 AG Q30 (1 mark, Numerical answer) – A storm has return period20 years. Find probability it occurs once in five years, to two decimals.
  9. GATE 2023 AG Q41 (2 marks, Multiple choice) – A six-hour S-hydrograph has ordinates0,30,90,180,252,306,342,360,360 m³/s at 0,6,12,18,24,30,36,42,48 hours. The φ-index is .25 cm/hour and base flow…
  10. GATE 2023 AG Q43 (2 marks, Multiple choice) – Horton infiltration capacity is I=2+e-3t cm/hour with t in hours. A storm lasts two hours. Find infiltration depth during its last hour, in mm.
  11. GATE 2024 AG Q17 (1 mark, Multiple choice) – Match P Current meter, Q Anemometer, R Hygrometer, S Symon’s gauge, T Pyranometer with 1 Solar radiation,2 Rainfall,3 Stream velocity,4 Humidity,5…
  12. GATE 2024 AG Q42 (2 marks, Multiple choice) – A 10 ha watershed receives hourly intensities2,1,1.5,1 cm/hour over four hours. With φ-index1 cm/hour, find direct runoff volume in m³.
  13. GATE 2024 AG Q56 (2 marks, Numerical answer) – Five rain gauges record annual rainfall90,100,80,120,110 cm. For5% permissible error in the mean, find the number of additional stations as an…
  14. GATE 2025 AG Q26 (1 mark, Multiple select) – Match P Isopleth, Q Isobath, R Isohyet, S Isochrone, T Isobar with 1 Rainfall,2 Pressure,3 Evapotranspiration,4 Groundwater,5 Surface runoff.
  15. GATE 2025 AG Q48 (2 marks, Numerical answer) – A 10 ha watershed receives 15 mm rainfall with 5 mm evapotranspiration,4.5 mm infiltration,2.2 mm deep percolation,.5 mm detention storage and .3 mm…
  16. GATE 2025 AG Q51 (2 marks, Numerical answer) – An 8 ha watershed receives successive half-hour rainfall intensities 2.5,3.6,5.4,3.3,2.6,1.2 cm/hour. Surface runoff is 4800 m³. Neglect initial…
  17. GATE 2026 AG Q25 (1 mark, Multiple choice) – Depth–area–duration analysis gives maximum average rainfall depth 80 mm over a 103\,km2 catchment during a six-hour storm. For that same storm, how…
  18. GATE 2026 AG Q58 (2 marks, Numerical answer) – A .80\,km2 watershed has slope .30% and maximum travel length 1 km. Ten-year rainfall depths at durations 5,10,20,30,40,60 minutes are…
  19. GATE 2026 AG Q59 (2 marks, Numerical answer) – Meteorologically similar catchments M and N have (L,L ca,A) equal to (36\,km,18\,km,250\,km2) and (50,30,400) respectively. M’s six-hour unit…