Wastewater Flashcards

1
Q

Sewage (or wastewater):

A

the liquid containing contaminants that is generated by toilets, showers, sinks and industrial processes

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2
Q

Sewerage:

A

the whole system of sewers and pump stations, which convey sewage to a treatment plant

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3
Q

Sewer:

A

the pipeline which conveys sewage normally by gravity flow

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4
Q

Pressure main (or rising main)

A

a pipeline conveying pumped flow

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5
Q

Sewage Treatment Plant (STP):

or Wastewater Treatment Plant (WWTP)

A

where sewage is treated to the standard required for discharge to land or receiving waters

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6
Q

Effluent

A

the partially or fully treated sewage from septic tanks or a STP

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7
Q

Influent

A

the sewage entering a STP or partially treated sewage entering subsequent treatment processes.

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8
Q

Advantages of Conventional Gravity Sewerage (CGS):

A
  • low operations and maintenance cost
  • no equipment at house
  • all sewage removed from site
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9
Q

Disadvantages of of Conventional Gravity Sewerage (CGS):

A
  • higher capital cost

- greater disruption during construction

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10
Q

Advantages of Common Effluent Disposal (CED)

A
  • smaller pipes, flatter grades
  • reduced organic load at WWTP
  • reduced peaking factors
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11
Q

Disadvantages of Common Effluent Disposal (CED)

A
  • septic tanks must be maintained

- requires septage facility

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12
Q

Advantages of Variable Grade Sewers (VGS)

A
  • smaller, shallower pipes
  • reduced organic load at WWTP
  • reduced peaking factors
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13
Q

Disadvantages of Variable Grade Sewers (VGS)

A
  • may need higher maintenance
  • pump and check valves required at low properties
  • septic tanks must be maintained
  • requires septage facility
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14
Q

Advantages of Septic Tank Effluent Pumping (STEP)

A
  • smaller, shallower pipes
  • reduced organic load at WWTP
  • reduced peaking factors
  • reduced infiltration
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15
Q

Disadvantages of Septic Tank Effluent Pumping (STEP)

A
  • septic tanks must be maintained
  • requires septage facility
  • large number of pumps to run and maintain
  • potential odour and corrosion issues
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16
Q

Advantages of Grinder Pumps (GP) (and pressure mains)

A
  • smaller, shallower pipes
  • reduced infiltration
  • all sewage removed from site
17
Q

Disadvantages of Grinder Pumps (GP) (and pressure mains)

A
  • large number of pumps to run and maintain
  • septic effluent
  • potential odour and corrosion issues
18
Q

Advantages of Vacuum Systems (VS)

A
  • smaller, shallower pipes
  • reduced infiltration
  • all sewage removed from site
19
Q

Disadvantages of Vacuum Systems (VS)

A
  • unfamiliar technology
  • vacuum pump discharge odour
  • potential odour problem due to seasonal loading
20
Q

WSP:

A

Waste Stabilisation Pond or Oxidation Pond

21
Q

Why is there still a place for WSP in today’s waste management practices?

A
  • use of solar and wind energy
  • excellent disinfection if short circuiting is minimised
  • potential to use new technologies to improve effluent quality
22
Q

Aspects of best current design systems

A
  • fine screening
  • settlement zones for high solids wastes
  • aerator assistance
  • avoidance of localised over loading
  • mixing calm water to bring algae to surface
  • multiple ponds in series increases efficiency
  • position inlet and outlets with flow against prevailing wind to reduce short circuiting
23
Q

Improvement options for WSP

A
  • WSP variations (anaerobic/aerobic, facultative ponds, multi maturation cells in series)
  • trickling filters for ammonia reduction
  • wetlands
  • UV disinfection
  • chemical dosing
  • dissolved air flotation (DAF)
  • sand filtration
  • membrane filtration
24
Q

Why do WWTP ponds have such good natural pathogen removal?

A
  • sunlight
  • dissolved oxygen
  • temperature
  • retention time
  • pH
  • predation
  • settlement
25
Q

Why is there a trend to deeper ponds (1.5-2.0m)?

A

To allow for more sludge accumulation and greater depth of overlying liquid to control odours

26
Q

Creating a deeper pit near the inlet will:

A

store incoming solids and create ideal conditions for anaerobic digestion (if groundwater conditions allow)

27
Q

How often is sludge removal needed?

A

Every 15-30 years depending on storage depth available

28
Q

Removal of sludge via new pond:

A
  • economic to construct an extra primary pond to allow a pond to be drained and sludge air-dried over summer. Sludge can be air dried to 50-60%DS and readily removed by excavator and trucks
29
Q

Removal of sludge as slurry:

A
  • removed as a slurry using a suction cutter dredge or by pumps mounted from a pontoon. Slurry can be dewatered using a portable belt press.
30
Q

Sludge disposal location:

A

on-site landfill or regional landfill or forests

31
Q

WSP are sustainable because:

A
  • utilise green energy
  • sunlight provides excellent disinfection
  • multiple ponds-in-series or baffles reduce short circuiting
  • add on processes can reduce pathogens
  • sludge can be process using solar and air drying but extra space required