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Class C Wastewater Treatment Plant Operator Questions

Dean Lampman 45 preguntas 5,0 (1 valoración) Actualizado el 29 jun 2021

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Preguntas del test (45)

  1. 1pH is the measure of
    1. AAmount of an acid
    2. BIntensity of basic or acidic condition of a liquid
    3. CAcidity
    4. DAlkalinity
  2. 2The second stage of anaerobic digestion is called
    1. AAcid formation
    2. BStabilization
    3. CMethane formation
    4. DPathogenic formation
  3. 3One liter of elemental liquid chlorine can evaporate and produce how many liters of chlorine gas
    1. A100
    2. B250
    3. C457
    4. D567
  4. 4Chlorine gas is how many times heavier than air?
    1. A1 times
    2. B2.5 times
    3. C7 times
    4. D25 times
  5. 5PLANT PROBLEM: Plant effluent coliform count fails to meet required standards for disinfection. Chlorine residual is normal. Disinfection supplies are not a problem.
    1. ACapacity of chlorinator too low
    2. BToo little solids in effluent
    3. CContact time too short
    4. DChlorine demand too high
  6. 6The most important adjustments to the activated sludge process are made by adjusting
    1. AAeration, pH, and RAS
    2. BAeration, pH and WAS
    3. CRAS, WAS and aeration
    4. DpH, RAS and WAS
  7. 7Problem: Classic sludge bulking occurring in the final clarifier of a conventional activated sludge plant. Indicators include solids pouring over the weirs, excessive floc observed at the surface, and a homogenous sludge blanket appearing throughout the clarifier. Sludge in settling test settles slowly leaving a cloudy supernatant. What is the MOST probable cause?
    1. AOver-oxidized sludge
    2. BHydraulic washout
    3. CYoung sludge
    4. DSVI too low
  8. 8PROBLEM: Operational data is given below for a primary clarifier:
    Influent flow: 2.5 mgd
    Primary tank volume: 41,310 cubic feet
    1. A0.3 hours
    2. B3.0 hours
    3. C13.0 hours
    4. D16.8 hours
  9. 9As the operator of a primary clarifier, you notice black and odorous septic wastewater leaving the clarifier. What is the probable cause?
    1. AWithdrawing sludge too frequently
    2. BImproper sludge removal
    3. CExcessive I&I entering WWTP
    4. DExcessive oil and grease entering WWTP
  10. 10PROBLEM: Plant fecal coliform counts do not meet State standards. The chlorine supply is not the problem, there is adequate vacuum and chlorine feed. The chlorine contact tank has no solids build-up and the effluent flow is below design. That is the MOST likely cause?
    1. AHigh chlorine demand from excessive ammonia in effluent
    2. BHigh chlorine demand from excessive nitrate in effluent
    3. CHigh chlorine demand from excessive nitrite in effluent
    4. DHigh chlorine demand from excessive polymer in effluent

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Descripción
Wastewater Wastewater Treatment Study Material Test sobre Class C Wastewater Treatment Plant Operator Questions, creado por Dean Lampman el 29/12/2017.
Idioma
English
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501
Historial
Creado el 29 dic 2017 · actualizado el 29 jun 2021
Valoración
5,0 de 5 · 1 valoración
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