Municipal solid waste miscellaneous


Municipal solid waste miscellaneous

Municipal Solid Waste

  1. To determine the BOD5 of a waste water sample, 5, 10 and 50 ml aliquots of the waste water were diluted to 300 ml and incubated at 20°C in BOD bottles for 5 days.

    Based on the data, the average BOD5 of the wastewater is equal to









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    BOD5 = Oxygen consumed × Dilution factor
    Sample 1: BOD5 = (9.2 – 6.9) × 300/5 = 138 mg/l
    Sample 2: BOD5 = (9.1 – 4.4) × 300/10 = 141 mg/l
    Sample 3: BOD5 = (8.4 – 0) × 300/50 = 50.4 mg/l

    Average BOD =
    138 + 141 + 50.4
    = 109.8 mg/l
    3

    Correct Option: C

    BOD5 = Oxygen consumed × Dilution factor
    Sample 1: BOD5 = (9.2 – 6.9) × 300/5 = 138 mg/l
    Sample 2: BOD5 = (9.1 – 4.4) × 300/10 = 141 mg/l
    Sample 3: BOD5 = (8.4 – 0) × 300/50 = 50.4 mg/l

    Average BOD =
    138 + 141 + 50.4
    = 109.8 mg/l
    3


  1. 50 g of CO2 and 25 g of CH4 are produced from the decomposition of municipal solid waste (MSW) with a formula weight of 120 g. What is the average per capita green house gas production in a city of 1 million people with a MSW production rate of 500 ton/day?









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    MSW percapita =
    500 × 106
    = 500 g/capita.
    1 × 106

    120 g MSW produces 75 g green house gases (50g CO2, 25g CH4)
    Therefore, 500 g MSW will produce 75/120 × 500 = 313 g green house gases.

    Correct Option: D

    MSW percapita =
    500 × 106
    = 500 g/capita.
    1 × 106

    120 g MSW produces 75 g green house gases (50g CO2, 25g CH4)
    Therefore, 500 g MSW will produce 75/120 × 500 = 313 g green house gases.



  1. A wastewater sample contains 10–5.6 m mol/l of OH– ions at 25°C. The pH of this sample is









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    [H–1] [OH] = 10–14
    [OH] = 10–5.6 m mol/l
    = 10–5.6 × 10–3 mol/l
    = 10–8.6 mol/l

    ∴ [H+] =
    10–14
    = 10–5.4mol/l
    10–8.6

    pH = –log[H+] = – log[10–5.4] = 5.4.

    Correct Option: D

    [H–1] [OH] = 10–14
    [OH] = 10–5.6 m mol/l
    = 10–5.6 × 10–3 mol/l
    = 10–8.6 mol/l

    ∴ [H+] =
    10–14
    = 10–5.4mol/l
    10–8.6

    pH = –log[H+] = – log[10–5.4] = 5.4.


  1. The 5-day BOD of a waste water sample is obtained as 190 mg/l (with k = 0.01h–1). The ultimate oxygen demand (mg/l) of the sample will be









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    BOD5 = BOD4[1 – 10–kD.t]

    BOD4 =
    BOD5
    [1 - 10–kD.t]

    kD = 0.434 k = .434 × 0.01 h–1
    kDt = .434 × .01 × 5 × 24 = 0.5208
    BOD4 =
    190
    [1 - 10-0.5208]

    = 271 mg/l.

    Correct Option: C

    BOD5 = BOD4[1 – 10–kD.t]

    BOD4 =
    BOD5
    [1 - 10–kD.t]

    kD = 0.434 k = .434 × 0.01 h–1
    kDt = .434 × .01 × 5 × 24 = 0.5208
    BOD4 =
    190
    [1 - 10-0.5208]

    = 271 mg/l.



  1. A horizontal flow primary clarifier treats waste water in which 10%, 60% and 30% of particles have settling velocities of 0.1 mm/s, 0.2 mm/s and 1.0 mm/s respectively. What would be the total percentage of particles removed if clarifier operates at a surface overflow rate (SOR) of 43.2 m³/m². d?









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    SOR = 43.2 m³/m²d

    =
    43.2 × 10³
    mm/s
    24 × 60 × 60

    = 0.5 mm/s
    30% particles has settling velocity more than SOR. So, it will settle particles with velocity lower than SOR, that will settle equals to its ratio with SOR.
    ∴ % particles removed = 30% + 60% ×
    0.2
    + 10 % ×
    0.1
    = 56 %
    0.50.5

    Correct Option: B

    SOR = 43.2 m³/m²d

    =
    43.2 × 10³
    mm/s
    24 × 60 × 60

    = 0.5 mm/s
    30% particles has settling velocity more than SOR. So, it will settle particles with velocity lower than SOR, that will settle equals to its ratio with SOR.
    ∴ % particles removed = 30% + 60% ×
    0.2
    + 10 % ×
    0.1
    = 56 %
    0.50.5