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Michael Urynowicz, Ph'D', P'E' – PowerPoint PPT presentation

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Title: Michael Urynowicz, Ph'D', P'E'


1
On-Site Wastewater Treatment Systems
  • Michael Urynowicz, Ph.D., P.E.
  • Assistant Professor
  • Department of Civil Architectural Engineering
  • University of Wyoming, Laramie, WY 82071-3295
  • Telephone 307.766.4398 Email
    murynowi_at_uwyo.edu

2
Presentation Outline
  • Workshop
  • On-Site Wastewater Treatment Systems
  • Centralized vs Decentralized Wastewater Treatment
    Systems
  • Wastewater Constituents
  • Conventional Septic System
  • Septic Tank
  • Soil Absorption System
  • Importance of the Clogging Matt
  • Importance of the Unsaturated Zone
  • Fate and Transport of Pathogens
  • Alternative On-Site Wastewater Systems
  • Video and Closing Remarks

3
On-Site Wastewater Treatment Systems
  • Underground cesspool (France, 1870s)
  • Septic tank systems (U.S.A., early 1900s)
  • Designed for subsurface disposal

4
On-Site Wastewater Treatment Systems
  • Nearly 25 of the U.S. population is served by
    on-site and decentralized wastewater systems.
  • Approximately one-third of new development is
    supported by such systems.
  • Roughly 25 million existing systems.
  • Approximately 0.2 million new systems being
    installed each year.

5
On-Site Wastewater Treatment Systems
  • Traditionally, onsite systems were viewed as
    temporary disposal solutions.
  • Good enough for now (i.e., until the public
    sewer is available).

6
On-Site Wastewater Treatment Systems
  • Why have on-site treatment systems been
    traditionally viewed as inferior to centralized
    systems?
  • Publics perception
  • Less uncertainty
  • Less responsibility
  • Predictable costs
  • More assurance regarding public heath and the
    environment

7
On-Site Wastewater Treatment Systems
  • On-site systems are now viewed as a necessary
    and permanent wastewater treatment approach.

8
On-Site Wastewater Treatment Systems
  • Why the shifting paradigm?
  • Funding
  • Economics (collection costs 65 80 vs lt 30 of
    total costs)
  • Water management

9
On-Site Wastewater Treatment Systems
  • Questions and Considerations (Micro-Scale)
  • Levels of purification achieved by conventional
    onsite systems
  • Effects of using alternative on-site systems
  • Vadose zone sampling
  • Clogging zone formation affects
  • Source of pathogens in water

10
On-Site Wastewater Treatment Systems
  • Questions and Considerations (Macro-Scale)
  • Public health impacts associated with using
    decentralized versus centralized systems
  • Public health impacts associated with
    catastrophic events (e.g., flooding)
  • Public health impacts associated with inadequate
    design, siting and operation and maintenance
  • Watershed effects

11
On-Site Wastewater Treatment Systems
  • Most of the areas using septic systems also rely
    on private wells for domestic supply.

12
Wastewater Constituents
  • Organic Compounds
  • BOD, COD, TSS
  • Nitrogen
  • NH4-N, organic-N, NO3--N, N02N
  • Anaerobic (NH4-N, organic-N)
  • Aerobic (NO3--N)

13
Wastewater Constituents
  • Nitrogen
  • Dissolved Inorganic Nitrogen (NO3--N, N02N,
    NH4-N)
  • Kjeldhal Nitrogen (NH4-N and organic-N)

14
Wastewater Constituents
  • Phosphorous
  • Organic-P, Orthophosphates
  • Pathogens
  • Bacteria, viruses, protozoa, helminths
  • Most water borne pathogens can cause illness with
    10 to 1000 infectious units

15
Conventional Septic Systems
  • What is a septic system?
  • Septic tank
  • Gravel-filled drainfield
  • Soil beneath the drainfield

16
Conventional Septic Systems
17
Conventional Septic Systems
  • Advantages
  • Can provide excellent treatment and disposal of
    wastewater
  • Reliable, cost-effective method
  • Least costly to maintain
  • Disadvantages
  • Can be used at fewer and fewer sites

18
Conventional Septic Systems
Septic tank Soil Absorption
System
19
Septic Tank
  • Basic function is to remove solids (separates
    solids and oil/scum)
  • Dissolved and suspended matter (pathogens) leaves
    the tank untreated
  • Provides some degree of anaerobic digestion
  • Solids and scum must be removed periodically (3
    to 5 years)

20
Septic Tank
  • Retention time gt 24 hours (sufficient sludge and
    scum retention)
  • Gas deflectors and filter screens or
    inclined-plate settling units help to minimize
    effluent solids.
  • Multiple chambers in series or baffles can
    improve sludge and scum removal.

21
Septic Tank
  • Organic Compounds
  • Removes solids (scum and sludge)
  • 70 TSS, 60 BOD removal, 25 to 50 COD removal
  • Nitrogen
  • 10 of total N removed (sludge)
  • Anaerobic (NH4-N, organic-N)

22
Septic Tank
  • Phosphorus
  • Converts most of the phosphorus into soluble
    orthophosphates
  • Pathogens

23
Soil Absorption System
  • Underground piping network buried in trenches
    below the ground surface.
  • Distributes septic tank effluent over a large
    soil area
  • Purification (most pollutants and pathogens are
    removed)

24
Soil Absorption System
  • Organic Compounds
  • Most of the remaining dissolved organics are
    removed (filtration, decomposition, incorporation
    into microbial cells)
  • Nitrogen
  • Aerobic (NO3--N)
  • 20 of the total N removed from septic tank
    effluent (denitrification, adsorption, plant
    uptake, and volatilization)
  • gt50 of N (NO3--N) reaches groundwater

25
Soil Absorption System
26
Soil Absorption System
  • Oxidation States of Nitrogen
  • N2 (0)
  • NH3, NH4(-III)
  • NO3- (V)
  • Nitrification
  • NH4 2O2 NO3- 2H H2O
  • Nitrate Reduction or Denitrification
  • 5CH2O 4NO3- 4H 5CO2 7H2O 2N2
  • When oxygen is not available, microorganisms can
    use nitrate as the oxidant (electron acceptor).

27
Soil Absorption System
  • Phosphorus
  • Most of the phosphates are removed (adsorption,
    precipitation, plant uptake, biological
    immobilization)
  • Pathogens
  • Most pathogens are removed (filtration,
    precipitation, adsorption, biological enzyme
    attack, natural die off)
  • Protozoagtbacteriagtviruses (behave differently)
  • Absorption vs filtration
  • Virus attenuation is strongly influenced by soil
    properties (cation exchange, mineralogy, texture,
    pH, and temperature)

28
Importance of the Clogging Mat
  • Deposition (effluent solids, biomass,
    precipitation, etc.)
  • Alters pore structure (pore blocking)
  • Microbial environment
  • Microorganisms degrade organics (reduction in
    BOD, SS, and fecal coliform)
  • Causes unsaturated flow to occur beneath the matt

29
Importance of the Unsaturated Zone
  • Water travels more slowly through the unsaturated
    zone
  • Slower flow ? Longer residence time (more
    opportunity for purification to occur)
  • Good aeration is necessary to achieve die-off of
    bacteria and viruses

30
Alternative On-Site Wastewater Treatment Systems
  • Not all sites are well suited for conventional
    on-site wastewater treatment systems
  • Distance from building, property line, property
    lines, potable water lines, water well, waterways
    etc.)
  • Availability of perc. land

31
Alternative On-Site Wastewater Treatment Systems
  • Advantages
  • Can provide excellent treatment and disposal of
    wastewater.
  • Can be used at more problematic sites.
  • Disadvantages
  • Higher maintenance
  • Higher cost

32
Alternative On-Site Wastewater Treatment Systems
  • Aerobic Treatment Units (ATUs)
  • Suspended or attached Growth
  • Media Filters
  • Sand, Peat, Foam, Textile, etc.
  • Natural Systems
  • Wetland, Evapotranspiration, etc.
  • Wastewater Separation and Waterless Toilets
  • Disinfection Systems
  • UV light, strong oxidizers, etc.

33
Aerobic Treatment Units (ATU)
  • Individual aerobic wastewater treatment plants
  • Used as alternatives to septic tanks or in series
  • Soil absorption field may still be required
  • Can be used when an inadequate soil adsorption
    system is present (soil depth, properties,
    groundwater, etc.)
  • Treatment is equivalent to 1 foot of the
    unsaturated zone

34
Media Filters
  • Sand Filters
  • Single pass or recirculating
  • Used in series with septic tank or ATU
  • Soil absorption field may still required

35
Media Filters
  • Sand Filters
  • Reduces BOD and TSS
  • Converts nitrogen to nitrate
  • Reduces phosphorus
  • Reduces pathogens

36
Media Filters
  • Sand Filters
  • Especially important in the control of
    Cryptosporidium oocysts and Giardia cysts

37
Media Filters
  • Mound Systems
  • Can be used when an inadequate soil adsorption
    system is present (soil depth, properties,
    groundwater, etc.)

38
Media Filters
  • Peat Filters
  • Used in series with septic tank (soil absorption
    field is still required).
  • Reduces BOD, TSS, nitrogen, phosphorus, and
    pathogens (aerobic biochemical activity and
    physical filtration).

39
Natural Systems
  • Wetlands
  • Used in combination with pre-treatment
  • Treatment of dissolved and suspended solids
    (contact with active biomass)

40
Wastewater Separation
  • Wastewater Separation
  • Gray Water (wastewater that doesnt come from
    toilets).

41
Waterless Toilets
  • Incinerating or Composting Toilets

42
Disinfection
  • UV light
  • Chemical oxidizers (chlorination)
  • Neither chemical disinfectants nor UV will act
    well against pathogens that are protected by
    suspended material.

43
Integrated On-Site Wastewater Systems
  • Wastewater Separation/Surface Application

44
Integrated On-Site Wastewater Systems
  • ATU/Disinfection/Surface Application

45
Community Onsite Options
46
Closing Remarks
  • Decentralized wastewater treatment systems are
    now considered an effective and long-term
    wastewater treatment approach.
  • Requires proper design, installation, and
    operation maintenance.
  • Matching the system with the site is critical.
  • The use of on-site wastewater treatment systems
    will continue to grow and evolve.
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