Chapt 6.1-6.4 (Water Quality Control) Flashcards

1
Q

Goal of Wastewater Treatment

A

To reduce toxins me kill pathogens. This also reduces the BOD and nutrient loading.

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2
Q

NPDES National Pollutant Discharge Elimination System

A

Permit that requires discharger to meet certain technology based effluent limits and perform effluent monitoring.

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3
Q

SDWA basic requirements

A

Requires EPA to establish national standards for drinking water quality.

Requires operators of public water systems to monitor the quality of water being delivered and makes sure it meets standards

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4
Q

Primary Standards

A

Enforceable standards based on health related criteria

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5
Q

Secondary Standards

A

Standards based on aesthetics. Can’t enforce them.

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6
Q

Maximum Contaminate Levels

A

The enforced level of contaminate

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7
Q

Maximum Contaminate Level Goal

A

The ideal goal of Contaminate level. Not enforced.

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8
Q

MCL groupings

A

Synthetic Organic Chemicals

Volatile Organic Chemicals

Disinfectant Byproducts

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9
Q

Radionuclides

A

Radioactive compounds. Have own MCL.

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10
Q

Microbiological Standards

A

Category of MCL’s for microbiological contaminated

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11
Q

Indicator Organisms

A

Bacteria that suggest the water is contaminated. Used to indicate for harder to detect bacteria. Ex: coliform bacteria

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12
Q

Surface water Treatment Steps

A

Screening

1st Sedimentation

Coagulation

2nd Sedimentation

Filtration

Sludge Processing

Disinfection contact

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13
Q

Ground Water Treatment

A

Aeration

Flocculation

Sedimentation

Recarbonation

Filtration

Disinfection

Sludge Processing

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14
Q

Primary vs Secondary Disinfection

A

Primary kills pathogens

Secondary prevents regrowth

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15
Q

Water Hardness

A

The level of multitalented cations in water. Groundwater is normally harder.

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16
Q

Softening Approaches

A

Lime soda ash process

ion exchange process

17
Q

Primary Sludge

A

Raw sludge. Solids that settle in primary settling tank

18
Q

Biological (secondary) Treatment

A

Micro organisms are used to convert organic wastes to stable and low energy compounds. Either suspended or attached.

19
Q

Yield Coefficient

A

Proportionality constant of biomass of new cells on microbial mass growth rate

20
Q

Activated Sludge

A

Sludge used in suspended growth biological treatment

21
Q

Mixed Liquor

A

Mixture of aerated water and microbial mass in activated Sludge treatment

22
Q

Membrane Bioreactor

A

Micro Phil Traciann membranes have been in Cloyd in suspended growth biological reactors decrease the size of secondary treatment tankage and to improve the suspended solids separation efficiency. These reactors can help avoid the need for a secondary clarifier