GATE Water and Wastewater Treatment and Management: Sewage Collection and Treatment – Previous Year Questions
10 GATE previous year questions on Sewage Collection and Treatment (Water and Wastewater Treatment and Management, Environmental Science and Engineering) with answers and explanations, from every paper.
- GATE 2021 ES Q42 – An STP treats20000 m³/day with 200 mg/L suspended solids. Primary clarification removes60% into sludge containing5 wt% solids, density1000 kg/m³. Find…
- GATE 2021 ES Q60 – A 10 MLD activated-sludge plant receives primary-treated sewage BOD₅140 mg/L into a 1500 m³ aeration tank. MLVSS3000 mg/L;effluent BOD₅5 mg/L. Find…
- GATE 2022 ES Q62 – A 10 MLD aerobic plant operates at 80% capacity. Inlet/outlet BOD100/30 mg/L;observed biomass yield .5 g VSS/g BOD. Find sludge production in kg/day,…
- GATE 2024 ES Q17 – Crown corrosion in reinforced-concrete sewers is caused by
- GATE 2024 ES Q28 – Which settling classifications are correct?
- GATE 2024 ES Q53 – An activated-sludge plant treats1 MLD soluble BOD from 200 to 20 mg/L. Observed biomass yield is .35 kg/kg BOD removed. Find daily biomass generation…
- GATE 2025 ES Q39 – The ASP diagram labels flow Q, substrate S, microorganisms X, and aeration volume V. Subscripts 0,r, w, e, i denote influent, recycle, waste,…
- GATE 2026 ES Q20 – Match processes P Activated sludge, Q Anaerobic filter, R Trickling filter, S Anaerobic digestion with (i) anaerobic suspended growth,(ii) anaerobic…
- GATE 2026 ES Q29 – Which processes primarily remove organic matter in sludge? Select all that apply.
- GATE 2026 ES Q58 – An activated-sludge plant has influent flow .150\,m3/s,soluble influent and effluent BOD 5 of 84 and 11 mg/L, mean cell residence time 5 days, yield…