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Status and Role of Water Reuse

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Title: Status and Role of Water Reuse


1
Status and Role of Water Reuse
  • James Crook, Ph.D., P.E.
  • Environmental Engineering Consultant
  • Boston, Massachusetts
  • International Conference on Water Policy 2009
  • 2226 June 2009
  • Prague, Czech Republic

2
Uses of Reclaimed Water
  • Agricultural irrigation
  • Landscape irrigation
  • Nonpotable urban uses
  • Industrial uses
  • Impoundments
  • Commercial uses
  • Environmental uses
  • Groundwater recharge
  • Indirect potable reuse
  • Miscellaneous uses

3
Nonpotable Reuse
4
Indirect Potable Reuse
5
Direct Potable Reuse
6
Incidental or Unplanned Indirect Potable Reuse
7
Drivers for Reuse
  • Principal driver is water stress (need for water)
  • Scarcity of renewable freshwater resources due
    to
  • Population increases
  • Industrial development
  • Droughts
  • Global climate changes

8
Drivers for Reuse
  • Other drivers include
  • Conservation of potable supply
  • Environmental enhancement
  • Pollution abatement
  • Reliability of supply
  • High cost of alternative sources of water
  • Regulatory policies/regulations

9
Water Reuse Benefits/Savings
  • Reduction of freshwater use
  • Water treatment cost savings
  • Extends current freshwater supply
  • Delays/eliminates development of new water
    sources
  • Reduction of wastewater discharge to surface
    waters
  • Environmental benefits
  • Extends discharge capacity
  • Often least-cost water supply alternative
  • Provides a reliable water supply

10
Public Acceptance of Water Reuse
  • Public generally strongly supports nonpotable
    uses
  • Uses involving no or minimal contact with
    reclaimed water (e.g., irrigation) are favored
  • Acceptance related to knowledge of reuse
  • Lower level of acceptance for potable reuse
  • Surveys indicate about 50 of people opposed
  • Some projects have been rejected due to public or
    political opposition
  • Major reason for opposition almost always related
    to health concerns
  • Hidden issues, e.g., may enhance population growth

11
Opposition to Reuse- Summary of Various Studies -
12
Water Reuse in Selected Regions
13
Current Status in U.S.
  • More than 1,500 water reuse facilities in U.S.
  • Only about 6 of municipal wastewater is reused
  • Estimated that more than 11 x 106 m3/d of
    municipal wastewater are reclaimed
  • 4 states account for about 90 of reclaimed water
    use
  • Arizona
  • California
  • Florida
  • Texas

14
Treatment Technology
  • Nonpotable reuse
  • Varies from primary to tertiary (secondary,
    filtration, disinfection)
  • Mechanical processes predominate in
    industrialized countries (conventional biological
    treatment, media filtration, BNR, disinfection,
    etc.)
  • Trend is membranes, MBRs, and UV disinfection
  • Pond systems predominate in developing countries
  • Potable reuse
  • AWT typical (e.g., secondary treatment, MF, RO or
    GAC, and advanced oxidation with H2O2 and UV )
  • Soil aquifer treatment (after tertiary treatment)
    common for recharge

15
Examples of Potable Reuse Projects
  • 1962 CSDLAC (California) groundwater recharge
  • 1968 Windhoek (Namibia) direct potable reuse
  • 1976 OCWD WF-21 (California) seawater barrier
  • 1978 UOSA (Virginia) surface water
    augmentation
  • 1985 El Paso (Texas) groundwater recharge
  • 1995 WBMWD (California) seawater barrier
  • 2000 Scottsdale (Arizona) groundwater
    recharge
  • 2002 Torreele, Belgium groundwater recharge
  • 2003 ESW, Langford, UK surface water
    augmentation
  • 2003 Singapore surface water augmentation
  • 2005 Alamitos Barrier (California) seawater
    barrier
  • 2005 IEUA (California) groundwater recharge
  • 2008 OCWD GWR System (California) seawater
    barrier and groundwater recharge

16
Groundwater Recharge/Potable Reuse - Surface
Spreading -
Recharge Basin
Production Well
17
Groundwater Recharge/Potable Reuse - Injection -
Injection Wells
Production Well
Ocean
Saline Water
18
Microbial Pathogens in Wastewater
  • Bacteria Parasites
    Viruses
  • Protozoa
  • Helminths

19
Occurrence of Pathogens in Raw Wastewater
  • Occurrence and concentration fluctuate widely
  • Factors include
  • Sources contributing to the wastewater, e.g.,
    medical wastes
  • Existence of disease carriers in the population
  • Ability of infectious agents to survive outside
    their hosts under a variety of environmental
    conditions
  • Viruses generally more resistant to environmental
    stresses than bacteria
  • Parasitic cysts and oocysts generally maintain
    their viability longer in the open environment
    than either bacteria or viruses

20
Disease Incidence Related to Water Reuse
  • High infectious disease rates (e.g., typhoid
    fever, cholera, ascaris, hookworm, tapeworm) in
    regions using untreated or poorly-treated
    wastewater for crop irrigation
  • Middle East
  • Far East (e.g., India, Pakistan)
  • Latin America
  • Some allegations of gastrointestinal illnesses in
    industrialized countries resulting from cross
    connections
  • Most not confirmed or medically documented

21
The Bottom Line(For nonpotable uses)
22
Chemical Constituents- Nonpotable Uses -
  • Paucity of research data on health risks for some
    organic constituents, but
  • Only incidental/inadvertent ingestion of
    reclaimed water
  • Constituents generally in µg/L or ng/L range
  • Many organics have short half-lives and are
    biodegradable in the environment
  • Studies indicate large organic molecules dont
    enter edible portions of food crops from
    irrigation
  • Potential health hazard if reclaimed water
    percolates to potable groundwater supplies

23
EDCs, PhACs, and PCPs
  • Many are ubiquitous in
  • municipal secondary and
  • tertiary wastewater effluents
  • at µg/L or ng/L levels
  • Some, EDCs in particular,
  • have been shown to
  • adversely affect aquatic
  • animals
  • Little definitive data on
  • human health effects at
  • levels found in wastewaters
  • Many dont have drinking
  • water limits

  • Cartoon courtesy of Shane Snyder

24
Reclaimed Water Treatment
  • Removal of PhACs and EDCs by secondary treatment
    highly variable
  • Tertiary treatment and soil aquifer treatment
    reduce many but not all PhACs and EDCs to low
    levels
  • AWT processes, such as RO and/or advanced
    oxidation (H2O2 UV), effectively reduce most
    PhACs and EDCs to extremely low levels
  • Most below detection limits

25
Removal Through Wastewater Treatment
26
Water Reuse Criteria/Guidelines
  • Vary widely around the world
  • Particularly between developing and
    industrialized countries
  • Most use fecal coliforms or E. coli as the
    indicator organism
  • Some include both treatment process and reclaimed
    water quality requirements
  • WHO guidelines favored in developing countries
  • California-type criteria favored in several
    industrialized countries

27
Regulations and Guidelines Vary Depending on Type
of Reuse
  • Indirect potable reuse
  • Agricultural Reuse on Food Crops
  • Unrestricted Recreational Reuse
  • Unrestricted Urban Irrigation Reuse
  • Restricted Urban Irrigation Reuse
  • Restricted Recreational Reuse
  • Industrial Reuse
  • Environmental Reuse
  • Agricultural Reuse on Non-food Crops

More Stringent Regulations
Less Stringent Regulations
28
Water Reuse Criteria
  • Generally include
  • Water quality requirements
  • Treatment process requirements
  • Treatment reliability requirements
  • Monitoring requirements
  • Operational requirements
  • Cross-connection control provisions
  • Use area controls (signs, color-coded pipes,
    setback distances, etc.)

29
Reclaimed Water Standards for Irrigation of Food
Crops Eaten Raw (Examples)
30
California Water Recycling Criteria- Summary for
nonpotable uses -
31
Draft California Regulations for Groundwater
Recharge into Potable Aquifers
32
Agricultural IrrigationSalinas Valley
Reclamation Project(Monterey, California)
33
Salinas Valley Reclamation Project- Operational
in 1998 -
  • Treatment plant capacity 114 x 103 m3/d
  • Current flow 76 x 103 m3/d
  • Treatment
  • Secondary
  • Rapid mix of Coagulant and polymer added
  • Flocculation
  • Dual media gravity filtration
  • Disinfection using gaseous chlorine
  • Diurnal flow equalization storage
  • Crops irrigated artichokes, broccoli,
    cauliflower, lettuce, celery, and strawberries

34
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35
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36
Irrigation Distribution System
  • Distributes reclaimed water to 222 parcels of
    farmland
  • Irrigate 4,800 ha of food crops
  • Distribution pipelines 74 km
  • Diameter 0.2 to 1.3 m
  • 22 supplemental wells for peak demand
  • 111 flow-metered turnouts
  • Pressure and flow metering stations
  • Centralized control system
  • 3 booster pump stations
  • Cathodic protection for ferrous metal piping

37
Supplemental Well
38
Grower turnout
39
Costs
  • Capital costs
  • Treatment facilities 30 million (US dollars)
  • Distribution system 37 million
  • OM costs/year
  • Treatment facilities 3.9 million
  • Distribution system 1.5 million
  • Repayment of loans/year 1.8 million
  • Cost to treat and deliver water 0.23/m3
  • Excludes secondary treatment costs
  • Includes debt service and OM costs

40
Salinas Valley Reclamation Project- Microbial
Water Quality -
41
Indirect Potable ReuseOrange County Water
District(California)
42
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43
Joint Partnership
  • Orange County Sanitation District (OCSD)
  • Wastewater Collection, Source Control, Treatment
    and Disposal
  • Orange County Water District (OCWD)
  • Manages and protects the Groundwater Basin, AWT

OCSD
OCWD
Source Control
Primary Treatment
Secondary Treatment
Advanced Water Purification
Sewage
Reuse
44
GWR System Flow Diagram
EnhancedSource Control
265 x 103 m3/d
265 x 103 m3/d
Reverse Osmosis (RO)
Ultraviolet Light (AOP)
322 x 103 m3/d
Microfiltration (MF)
SecondaryTreatment
Product Water
OCSD Secondary Effluent
Ground-water Recharge (injection spreading)
with hydrogen peroxide
Backwash OCSD Plant 1
Brine OCSD Outfall
45
Where Does GWR System Water Go?
  • Water is returned to groundwater basin
  • 132 x 103 m3/d is sent to injection wells for
    seawater intrusion barrier
  • 132 x 103 m3/d is sent to recharge basins in
    Anaheim

46
Project Funding and Timing
  • Capital cost approximately 481 million
  • Split equally between OCWD and OCSD
  • Operating cost approximately 30 million/year
  • Produces 97 x 106 m3/yr of water
  • Costs comparable to imported water
  • 92 million in state/federal grants and an 86
    million subsidy for OM from Metropolitan Water
    District
  • Unit cost of water 0.47/m3
  • Without outside funding cost of water would be
    0.65/m3
  • Operational since January 2008

47
Benefits of GWR System
  • Higher quality than other water sources in Orange
    County
  • Reduces salinity build up
  • Provide additional groundwater supply
  • Uses 40 less energy than imported water
  • Reliable, drought-proof source
  • Protects basin from seawater intrusion
  • Decreases wastewater discharge to ocean
  • Defers need for a new ocean outfall
  • Provides needed water for Orange County

48
Trends in Water Reuse
  • Integrated resource planning
  • Dual systems
  • Decentralized systems
  • Indirect potable reuse
  • UV for disinfection
  • Membrane processes
  • Regulation development
  • Public perception studies
  • Increased interest in direct potable reuse

49
James Crook, Ph.D., P.E. Environmental
Engineering Consultant E-mail jimcrook_at_msn.com
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