GATE Water Resources and Environmental Hydraulics: Surface Water Resources – Previous Year Questions
12 GATE previous year questions on Surface Water Resources (Water Resources and Environmental Hydraulics, Environmental Science and Engineering) with answers and explanations, from every paper.
- GATE 2022 ES Q18 – I: Goodrich reservoir routing is a hydrologic flood-routing method. II: Muskingum channel routing is a hydraulic flood-routing method. Select the…
- GATE 2022 ES Q35 – A triangular2-hour unit hydrograph for 1 cm excess over 540 ha is shown. Find peak discharge in m³/s, to one decimal.
- GATE 2022 ES Q56 – A 3-hour storm covers zones15%,35%,50% with φ-indices .5,1.0,.8 cm/h. Their hourly rainfall triples (cm) are(.4,2.5,1.6),(.8,3.0,2.1),(.6,2.6,1.9).…
- GATE 2023 ES Q34 – An S-hydrograph uses3-hour unit hydrographs for 1 cm excess over 240 km². Find its equilibrium discharge in m³/s, to two decimals.
- GATE 2023 ES Q51 – The catchment Q–S–U–T–Q and gauge positions are shown. Rainfalls P, Q, R, S, U, V are20,25,30,15,22,18 mm. Find Thiessen-weighted mean rainfall in mm,…
- GATE 2024 ES Q35 – A Class-A pan starts a week at 250 mm water depth and ends at 240 mm, with 10 mm rainfall during the week. Pan coefficient is .8. Find lake…
- GATE 2024 ES Q55 – Find watershed-average rainfall from the shown isohyet map, in integer mm.
- GATE 2025 ES Q16 – For flood routing: P Hydrologic routing uses continuity and momentum equations. Q Hydraulic routing uses continuity and energy equations. Choose the…
- GATE 2025 ES Q52 – The shown storm hyetograph produces 12.5 mm direct runoff. Find its φ-index in mm/hour, to two decimals.
- GATE 2025 ES Q53 – Subcatchments P, Q, R, S have areas 750,1000,1500,2000 ha;runoff coefficients .5,.6,.6,.7;and concentration times 1,2,3,4 hours. The catchment and…
- GATE 2026 ES Q34 – A six-hour rainfall of 6 cm has a return period of 40 years at a station. Find the probability of a six-hour rainfall of this or greater magnitude at…
- GATE 2026 ES Q56 – A 100-minute rainfall event has cumulative rainfall (cm) 0,.5,1.2,2.6,3.3,3.5 at times (min) 0,20,40,60,80,100. Initial loss is .6 cm and the -index…