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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


1
Conventional Wastewater and
     Reuse Feasibility Planning

            Facility Planning for Wastewater Treatment

     Treated Wastewater Discharge      (Viewed as a Liability)




              Treated Wastewater       (Viewed as an Asset)


               Reuse Planning for Urban, Industrial,
                    or Agricultural Activities



                            Ultimate Disposal
2
Integrated Wastewater Treatment
      and Reuse Feasibility Planning

                      Reuse Opportunities
          (Specifies Wastewater Treatment Objectives)




                          Wastewater
                          Treatment




                      Ultimate Disposal
              (May Constrain Reuse Opportunities)
3
WAWTTAR Overall Objective

        Provide a tool for feasibility analysis of
    q

        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

4
WAWTTAR Program Objectives

        Provide a large (and user expandable) database of
    q

        treatment and reuse processes
        Provide localized cost estimates and performance of
    q
        treatment technologies
        Incorporate target community resource availability
    q

        and cultural considerations into the technology
        screening process
        Provide reference material to serve as an education
    q
        tool for engineers and community planners


5
WAWTTAR
               Database Components

        Existing Components (but can be edited)
    q

        »   Collection Systems
        »   Discharge Standards
        »   Treatment Trains
        »   Treatment/Reuse Processes
        Problem Specific Component (user specified)
    q

        » Community Description




6
Collection Systems, Discharge
    Standards, and Treatment Trains

        Collection Systems
    q

        » Cost per unit area/Population Density
        Discharge Standards
    q

        » Discharge limits for water quality
          constituents
        Treatment Trains
    q

        » Collection of Treatment Processes in a
          specified sequence
7
Treatment/Reuse Processes

        Construction and O/M Resource Requirements
    q

        Construction and O/M Costs
    q

        Operational Requirements and Performance
    q

        Adaptability
    q

        Social, Economics, and Environmental Impacts
    q

        Reference Materials
    q




8
Treatment/Reuse Processes

        Construction and O/M Resource
    q

        Requirements
        » Human - numerous labor categories
        » Social/Cultural
        » Materials
        » Land area
        » Site constraints


9
Treatment/Reuse Processes

         Construction and O/M Costs
     q

         » 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



10
Treatment/Reuse Processes

         Operational Requirements
     q

         » Limits on influent flow and quality
         Operational Performance
     q

         » Percent constituent removal
         Adaptability to
     q

         » upgrading
         » varying hydraulic loading
         » changes in influent quality
11
Treatment/Reuse Processes

         Potential Social, Economic and
     q

         Environmental Impacts
         Reference Information
     q

         » Text descriptions
         » Line drawings
         » Photos
         Seasonal Hydraulic Demand (Reuse
     q

         Processes Only)
12
Community Description

         Demographics - Population, Land Area,
     q

         and Per Capital Wastewater Generation
         » Current level and growth rate
         Economic Setting
     q

         » Planning period length
         » Inflation rate and capital recovery factor
         » Local cost (relative to US.) for each
           construction and O/M cost category
13
Community Description
         Localized cost based on equivalent 1992
     »
         U.S. Construction Cost Index for each
         category in local setting
          Average Construction Cost Index




                                            8000

                                            7000

                                            6000

                                            5000




                                                                                           1992 - WAWTTAR
                                                                                           base year for CCI
                                            4000

                                            3000

                                            2000

                                            1000

                                              0
                                              1935   1945   1955   1965      1975   1985              1995     2005
                                                                          Year



14
Community Description

         Site Characteristics
     q

         Meteorological Characteristics
     q

         Resource Availability
     q

         » Human
         » Material
         Social/Cultural Considerations
     q




15
Search for Feasible
                                                Treatment Trains
                                                                Process
                                  Resource Social/Cultural                   Reuse Quality Final Effluent
                                                               Limitations
                                 Requirements Considerations                  Limitations     Quality
     All Treatment Trains in Database




                                                                                                        Feasible Trains
16
Treatment Process
            Selection Considerations

         Selecting among feasible treatment
     q

         processes requires evaluating the
         characteristics and tradeoffs of each process
         Quantitative
     q

         » Capital costs, O/M costs, useful life, salvage
           value, land area requirements
         Qualitative
     q

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

17
WAWTTAR Output

         List of infeasible treatment trains with limiting
     q

         component identified
         Feasible treatment trains ranked by minimum capital,
     q
         O/M, or total cost
         For each feasible treatment train
     q
         »   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
18
WAWTTAR Users

         Designed for
     q

         » 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)

19
WAWTTAR Users

         Field applications
     q
         » 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
20
WAWTTAR Availability

         WAWTTAR Website
     q

           http://firehole.humboldt.edu/wawttar
         »

         » Program and manual available for
           download
         » Opportunity to share info on new treatment
           processes




21

More Related Content

WAWWTAR

  • 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 1
  • 2. Conventional Wastewater and Reuse Feasibility Planning Facility Planning for Wastewater Treatment Treated Wastewater Discharge (Viewed as a Liability) Treated Wastewater (Viewed as an Asset) Reuse Planning for Urban, Industrial, or Agricultural Activities Ultimate Disposal 2
  • 3. Integrated Wastewater Treatment and Reuse Feasibility Planning Reuse Opportunities (Specifies Wastewater Treatment Objectives) Wastewater Treatment Ultimate Disposal (May Constrain Reuse Opportunities) 3
  • 4. WAWTTAR Overall Objective Provide a tool for feasibility analysis of q 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 4
  • 5. WAWTTAR Program Objectives Provide a large (and user expandable) database of q treatment and reuse processes Provide localized cost estimates and performance of q treatment technologies Incorporate target community resource availability q and cultural considerations into the technology screening process Provide reference material to serve as an education q tool for engineers and community planners 5
  • 6. WAWTTAR Database Components Existing Components (but can be edited) q » Collection Systems » Discharge Standards » Treatment Trains » Treatment/Reuse Processes Problem Specific Component (user specified) q » Community Description 6
  • 7. Collection Systems, Discharge Standards, and Treatment Trains Collection Systems q » Cost per unit area/Population Density Discharge Standards q » Discharge limits for water quality constituents Treatment Trains q » Collection of Treatment Processes in a specified sequence 7
  • 8. Treatment/Reuse Processes Construction and O/M Resource Requirements q Construction and O/M Costs q Operational Requirements and Performance q Adaptability q Social, Economics, and Environmental Impacts q Reference Materials q 8
  • 9. Treatment/Reuse Processes Construction and O/M Resource q Requirements » Human - numerous labor categories » Social/Cultural » Materials » Land area » Site constraints 9
  • 10. Treatment/Reuse Processes Construction and O/M Costs q » 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 10
  • 11. Treatment/Reuse Processes Operational Requirements q » Limits on influent flow and quality Operational Performance q » Percent constituent removal Adaptability to q » upgrading » varying hydraulic loading » changes in influent quality 11
  • 12. Treatment/Reuse Processes Potential Social, Economic and q Environmental Impacts Reference Information q » Text descriptions » Line drawings » Photos Seasonal Hydraulic Demand (Reuse q Processes Only) 12
  • 13. Community Description Demographics - Population, Land Area, q and Per Capital Wastewater Generation » Current level and growth rate Economic Setting q » Planning period length » Inflation rate and capital recovery factor » Local cost (relative to US.) for each construction and O/M cost category 13
  • 14. Community Description Localized cost based on equivalent 1992 » U.S. Construction Cost Index for each category in local setting Average Construction Cost Index 8000 7000 6000 5000 1992 - WAWTTAR base year for CCI 4000 3000 2000 1000 0 1935 1945 1955 1965 1975 1985 1995 2005 Year 14
  • 15. Community Description Site Characteristics q Meteorological Characteristics q Resource Availability q » Human » Material Social/Cultural Considerations q 15
  • 16. Search for Feasible Treatment Trains Process Resource Social/Cultural Reuse Quality Final Effluent Limitations Requirements Considerations Limitations Quality All Treatment Trains in Database Feasible Trains 16
  • 17. Treatment Process Selection Considerations Selecting among feasible treatment q processes requires evaluating the characteristics and tradeoffs of each process Quantitative q » Capital costs, O/M costs, useful life, salvage value, land area requirements Qualitative q » Operational ease, reliability, ease of expansion, adaptability to reuse processes, esthetics 17
  • 18. WAWTTAR Output List of infeasible treatment trains with limiting q component identified Feasible treatment trains ranked by minimum capital, q O/M, or total cost For each feasible treatment train q » 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 18
  • 19. WAWTTAR Users Designed for q » 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) 19
  • 20. WAWTTAR Users Field applications q » 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 20
  • 21. WAWTTAR Availability WAWTTAR Website q http://firehole.humboldt.edu/wawttar » » Program and manual available for download » Opportunity to share info on new treatment processes 21