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1 WAWTTAR Water and Wastewater Treatment Technologies Appropriate for Reuse A Tool for Planning Water and Wastewater Treatment Facilities Appropriate for Reuse Brad A. Finney and Robert Gearheart Humboldt State University

WAWWTAR

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WAWTTARWater and Wastewater Treatment Technologies Appropriate for Reuse

A Tool for Planning Water and Wastewater Treatment Facilities Appropriate for Reuse

Brad A. Finney and Robert Gearheart Humboldt State University

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Conventional Wastewater and Reuse Feasibility Planning

Reuse Planning for Urban, Industrial, or Agricultural Activities

Facility Planning for Wastewater Treatment

Treated Wastewater Discharge (Viewed as a Liability)

Treated Wastewater (Viewed as an Asset)

Ultimate Disposal

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Integrated Wastewater Treatment and Reuse Feasibility Planning

Reuse Opportunities(Specifies Wastewater Treatment Objectives)

Ultimate Disposal(May Constrain Reuse Opportunities)

WastewaterTreatment

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WAWTTAR Overall Objective

● Provide a tool for feasibility analysis of wastewater treatment technologies that» Focuses attention on the inherent value of

treated wastewater effluent» Recognizes the reality that wastewater is

reused» Identifies treatment technologies that are

not appropriate for the target community

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WAWTTAR Program Objectives

● Provide a large (and user expandable) database of treatment and reuse processes

● Provide localized cost estimates and performance of treatment technologies

● Incorporate target community resource availability and cultural considerations into the technology screening process

● Provide reference material to serve as an education tool for engineers and community planners

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WAWTTAR Database Components

● Existing Components (but can be edited)» Collection Systems» Discharge Standards» Treatment Trains» Treatment/Reuse Processes

● Problem Specific Component (user specified)» Community Description

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Collection Systems, Discharge Standards, and Treatment Trains

● Collection Systems» Cost per unit area/Population Density

● Discharge Standards» Discharge limits for water quality

constituents ● Treatment Trains

» Collection of Treatment Processes in a specified sequence

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Treatment/Reuse Processes

● Construction and O/M Resource Requirements ● Construction and O/M Costs● Operational Requirements and Performance● Adaptability● Social, Economics, and Environmental Impacts● Reference Materials

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Treatment/Reuse Processes

● Construction and O/M Resource Requirements » Human - numerous labor categories» Social/Cultural » Materials » Land area » Site constraints

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Treatment/Reuse Processes

● Construction and O/M Costs » Costs per hydraulic, solids or organic

loading» Costs broken down into fractions related to

energy, chemicals, labor, earthwork, manufactured equipment, structures, concrete, steel, and piping

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Treatment/Reuse Processes

● Operational Requirements» Limits on influent flow and quality

● Operational Performance» Percent constituent removal

● Adaptability to» upgrading» varying hydraulic loading» changes in influent quality

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Treatment/Reuse Processes

● Potential Social, Economic and Environmental Impacts

● Reference Information» Text descriptions» Line drawings» Photos

● Seasonal Hydraulic Demand (Reuse Processes Only)

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Community Description

● Demographics - Population, Land Area, and Per Capital Wastewater Generation» Current level and growth rate

● Economic Setting» Planning period length» Inflation rate and capital recovery factor» Local cost (relative to US.) for each

construction and O/M cost category

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Community Description

» Localized cost based on equivalent 1992 U.S. Construction Cost Index for each category in local setting

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2000

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4000

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8000

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Community Description

● Site Characteristics● Meteorological Characteristics● Resource Availability

» Human» Material

● Social/Cultural Considerations

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Search for Feasible Treatment Trains

All

Trea

tmen

t Tra

ins

in D

atab

ase

Feas

ible

Tra

ins

ResourceRequirements

Social/CulturalConsiderations

ProcessLimitations

Reuse QualityLimitations

Final EffluentQuality

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Treatment Process Selection Considerations

● Selecting among feasible treatment processes requires evaluating the characteristics and tradeoffs of each process

● Quantitative» Capital costs, O/M costs, useful life, salvage

value, land area requirements● Qualitative

» Operational ease, reliability, ease of expansion, adaptability to reuse processes, esthetics

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WAWTTAR Output

● List of infeasible treatment trains with limiting component identified

● Feasible treatment trains ranked by minimum capital, O/M, or total cost

● For each feasible treatment train» Effluent concentrations user specified quality constituents» Solids production» Adaptability index» Land area requirements» Reuse area satisfied with and without storage reservoir» Potential environmental and cultural impacts

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WAWTTAR Users

● Designed for» Local engineers and planners (with wastewater

training) doing community wastewater feasibility or facility planning (field use)

» Government or NGO planners performing evaluations of consultant or donor proposals (office paper study)

» Technical students, planners, government decision makers, and engineers (educational resource)

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WAWTTAR Users

● Field applications» Jamaica (semi rural setting)» Bulgaria (municipal/industrial setting)» West Bank and Gaza (municipal, and peri-

urban setting)» Koror, Palau » La’ie, and Waialua - Hale’iwa, Oahu (rural

Hawaiian communities)» Willits and Garberville, CA

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WAWTTAR Availability

● WAWTTAR Website» http://firehole.humboldt.edu/wawttar» Program and manual available for

download» Opportunity to share info on new treatment

processes