Questions 11–20 of 110. Imported answers require independent review unless marked reviewed.

Topic practice 110 questionsPage 2 of 11

Question 64

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Anaerobic bacteria are being utilized for the destruction of biodegradable organic content of wastewater measured in terms of Chemical Oxygen Demand (COD). The yield coefficient (Y) is 0.06 gram Volatile Suspended Solids (VSS) per gram of COD. Bacterial biomass forms the sludge during the process. The proximate chemical formula of anaerobic bacteria is C₆H₇NO₂.
The COD (in %) converted into bacterial biomass is ______ (rounded off to the nearest integer).

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Question 65

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The maximum demand at a water purification plant has been estimated as 12 million litres per day. For the raw supplies, a rectangular sedimentation tank is to be designed with mechanical sludge removal arrangement. Consider depth of the tank as 4 m, detention period as 6 hours, and velocity of flow as 0.003 m/s.
The width (in m) of the detention tank is ________ (rounded off to two decimal places).

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Question 65

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In an industry, a cyclone collector with 80 % efficiency is installed for air purification, followed by an electrostatic precipitator with 50 % efficiency. The concentration of particles entering the cyclone collector is 10 mg/m³.
The concentration (in mg/m³) of particles exiting the precipitator is ______ (rounded off to two decimal places).

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Question 21

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Fecal Coliform (FC) concentration in river water was measured as 10780 cfu/100 ml. The FC concentration after the conventional water treatment, but before chlorination, was measured as 23 cfu/100 ml. The ‘Log Kill’ (inactivation) of FC due to the conventional water treatment is closest to
Your answerChoose one option.

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Question 22

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A hydrocarbon (CₙHₘ) is burnt in air (O₂ + 3.78N₂). The stoichiometric fuel to air mass ratio for this process is
Note: Atomic Weight: C(12), H(1)
Effective Molecular Weight: Air(28.8)
Ignore any conversion of N₂ in air to the oxides of nitrogen (NOₓ)
Your answerChoose one option.

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Question 31

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The Surface Overflow Rate (SOR) in a rectangular sedimentation tank is 45 m³/m²/d. Minimum diameters of spherical inorganic and organic particles expected to be completely removed in this tank are calculated. Assume that Stoke’s law is applicable. Which of the following options is/are correct:
Specific gravity of inorganic particles = 2.65
Specific gravity of organic particles = 1.20
Acceleration due to gravity (g) = 9.81 m/s²
Kinematic viscosity (ν) = 1×10⁻⁶ m²/s
Your answerSelect all correct options. You can choose more than one.

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Question 32

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Aeration is employed as a treatment option for the removal of several pollutants from contaminated water.
Identify the pollutant(s), where aeration is employed as a part of their removal:
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Question 34

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Free residual chlorine concentration in water was measured to be 2 mg/l (as Cl

). The pH of water is 8.5. By using the chemical equation given below, the HOCl concentration (in

moles/l) in water is ______________ (round off to one decimal place).
HOCl ⇌ H

+ OCl

, pK = 7.50
Atomic weight: Cl (35.5)

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Question 44

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MgCl₂ and CaSO₄ salts are added to 1 litre of distilled deionized water and mixed until completely dissolved. Total Dissolved Solids (TDS) concentration is 500 mg/l, and Total Hardness (TH) is 400 mg/l (as CaCO₃). The amounts of MgCl₂ and CaSO₄ added are calculated (rounded off to the nearest integer). Which of the following options is/are true:
Atomic weights: Ca(40), Mg(24), S(32), O(16), Cl(35.5), C(12)
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Question 45

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A facultative pond system is employed for wastewater treatment. Which of the following statements is/are true:
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