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THE NEED AND CHALLENGE OF ALTERNATIVE
 SOURCES OF WATER FOR USE IN ELECTRIC
          POWER PRODUCTION


                   David Dzombak
            Carnegie Mellon University
    Dept of Civil and Environmental Engineering

                AEESP Lecture
                 Spring 2011
OVERVIEW


• U.S. electrical energy demand
• Water requirements in thermoelectric power
  production
• Alternative waters for power plant cooling
• Reuse of secondary treated municipal
  wastewater for power plant cooling
• Corrosion studies
• Summary
U.S. ELECTRICAL ENERGY DEMAND


• Increases in response to population growth and
  economic growth
• In short term, fluctuates in response to business
  cycles and weather trends
• Growth has slowed progressively in each decade
  since the 1950s
• Population and economic growth increase
  absolute demand
U.S. ELECTRICAL ENERGY DEMAND
      IN 2035 – EIA Annual Outlook 2010

• Projected to increase by 30% from 2008 to 2035
• Largest increase in commercial sector, especially
  service industries
• Next largest increase, residential demand - “due
  to growth in population … and continued
  population shifts to warmer regions with greater
  cooling requirements.”
• Small increase for heavy industry “as a result of
  efficiency gains and slow growth.”
U.S. ELECTRICITY DEMAND GROWTH




Source: EIA Annual Outlook 2010   2035
US POPULATION 1790-2006

                                   300M




                            200M




               100M




Source: US Census Bureau   1915     1967   2006
U.S. POPULATION CHANGE 1980-2008




Green: -50 – 10%   Yellow: 10-30%   Orange: 30-70%   Red: 70-100% Pink: >100%
                                                           Source: NumbersUSA
WATER REQUIREMENTS IN
THERMOELECTRIC POWER PRODUCTION
WATER-ENERGY NEXUS

• Water is needed for thermoelectric power
  production, in acquiring and shipping fuels, and
  in generating power (primarily for cooling)
• Air cooling is much less efficient and more
  expensive than water cooling
• In next 25 years, US population will grow by 50-
  80 million and electricity demand by 30%
• Available surface water supplies are fixed (and
  largely allocated) and groundwater supplies are
  depleting
FRESHWATER USE IN
THERMOELECTRIC POWER PRODUCTION

Approximately 3% of U.S. freshwater
                                                     Evaporation
consumption (USGS, 2000)


                                          (warm)
partially condensed
                                                      Cooling
steam from turbine        Condenser                    Tower
       condensate


                                      Cooling
                                       Water

                                                   Makeup   Blowdown
    Approximately 41% of U.S freshwater
    withdrawal (USGS,2009)

                                                    10
2005 FRESHWATER WITHDRAWALS IN US




Source: USGS (2009) Estimated use of water in the United States in 2005. Circular 1344
POWER PLANT COOLING TECHNOLOGY
             BY GENERATION TYPE

• Once–through cooling: 25-30 gal/kwh
• Recirculating cooling: 0.6 – 1.2 gal/kwh
• Across all types of power plants, 43% are water
  once-through and 42% are water recirculating

 Plant type   Recirc water Once-through   Dry (%)     Cooling
              (%)          water (%)                  Pond (%)
 Coal         48.0        39.1            0.2         12.7

 Nuclear      43.6        38.1            0.0         18.3

 All          41.9        42.7            0.9         14.5


                                          Source: USDOE/NETL, 2009
COOLING TOWERS AT HOMER CITY ELECTRIC
       POWER GENERATING STATION




                                        Source: C.J. Rodkey, 2008




Source: Pittsburgh Post-Gazette, 2011
COOLING WATER DISCHARGE AT TAMPA
 ELECTRIC BIG BEND POWER STATION
LIMITATIONS IN WATER AVAILABILITY FOR
        POWER PLANT COOLING




                            Source: USGS (2004)
ALTERNATIVE WATER SOURCES FOR
THERMOELECTRIC POWER PRODUCTION
   – FOR RECIRCULATING SYSTEMS



 •   Treated municipal wastewater
 •   Mine drainage
 •   Industrial process waters
 •   Saline groundwater
 •   Seawater
SOME NON-SEAWATER ALTERNATIVE
     SOURCES OF COOLING WATER




 Municipal
Wastewater                     Ash Pond Water



         Abandoned Mine Drainage
REUSE OF TREATED MUNICIPAL
WASTEWATER IN THE COOLING SYSTEMS
 OF THERMOELECTRIC POWER PLANTS
REUSE OF TREATED MUNICIPAL
 WASTEWATER IN THE COOLING SYSTEMS
  OF THERMOELECTRIC POWER PLANTS

• 11.4 trillion gallons of municipal wastewater
  collected and treated annually in U.S.
• Experience with use of treated municipal
  water for power plant cooling in arid west;
  e.g., Burbank, Las Vegas, Phoenix
• Significant additional treatment beyond
  secondary treatment (e.g., clarification,
  filtration, N and P removal)
REDHAWK AND PALO VERDE POWER PLANTS

• Redhawk: 530MW, natural gas
• Palo Verde: 4000 MW, nuclear
• Use treated municipal
  wastewater from Phoenix
• RPS: 6.5 MGD
• PVNGS: 68 MGD
• Additional treatment at power
  plant: chlorination, pH
  adjustment, phosphorus
  removal, membrane filtration
INVENTORY OF AVAILABLE WASTEWATER
GIS-based tool developed to assess availability of
secondary effluent from publicly owned treatment works
(17864 POTWs in lower 48 states).
INVENTORY OF WATER NEEDS

• 110 proposed power plants from EIA annual report 2007
• U.S. is divided into major NERC regions
ESTIMATION OF WATER NEEDS

  Project list of proposed
                                 Estimate the cooling
  power plants as water
                                 water need based on
   demand layer on the
                                 generating capacity
      same GIS map


• A total of 110 power plants proposed in 2007 was used to
  assess water demand
• Water needed for power generation is 0.6-1.2 gallon/kWh
  (for recirculating cooling systems)
• Cooling water need estimate =
Capacity (kW)*1.2 (gal/kWh)* 24 (hr)*0.75 (Load factor)
POTWs NEEDED TO SATISFY POWER
  PLANT COOLING WATER DEMAND
                        Proposed power         Average number of
                                                                   POTWs needed to
N. Am. Electric       plants with sufficient    POTWs within 10
                                                                    satisfy cooling
Reliability Council   wastewater within 10       mile radius of
                                                                   water needs within
  (NERC) Region       mi to satisfy cooling     proposed power
                                                                    a 10 mile radius
                         water needs, %              plant
   ECAR                        86                    2.9                  1.1
  ERCOT                        63                    3.0                  1.2
   FRCC                        83                    4.6                  1.4
    MAIN                       75                    7.0                  1.0
   MAPP                        91                    3.1                  1.0
 NPCC/NY                      100                    4.0                  1.0
   SERC                        95                    2.1                  1.0
    SPP                        17                    2.0                  2.0
 WECC/CA                      100                    4.9                  1.0
WECC/NWCC                      76                    2.8                  1.0
 WECC/RM                       33                    2.0                  1.0
POWER PLANTS WITH SUFFICIENT MUNICIPAL
      WASTEWATER FOR COOLING
                      100
                                                                  92


                            81
                       80                                                    76
      Percentage, %




                       60

                                       49


                       40




                       20




                       0
                                  10                                   25
                                            Coverage radius, mile

                                 Proposed Power Plants   Existing Power Plants
KEY TECHNICAL CHALLENGES WITH
  THE USE OF IMPAIRED WATERS

     • Precipitation and scaling
     • Accelerated corrosion
     • Biomass growth
CARNEGIE MELLON – UNIV PITTSBURGH
     USDOE PROJECT GOALS


• Evaluate feasibility of controlling corrosion,
  scaling, and biofouling through different
  combinations of phys/chem/bio treatment
• Evaluate performance, costs, and
  environmental impacts of different treatment
  combinations
• Develop methods of measuring corrosion,
  scaling; evaluate mechanisms
BENCH-SCALE WATER RECIRCULATING
SYSTEM: SCALING STUDIES
BENCH-SCALE WATER RECIRCULATING
SYSTEM: CORROSION STUDIES




       Potentiostat
PILOT SCALE COOLING TOWERS




Franklin Township Municipal Sanitary
Authority, Murrysville, PA
PILOT SCALE COOLING TOWERS
PILOT SCALE COOLING TOWERS
MILD STEEL FROM PILOT B2 AFTER 21-d
 EXPOSURE (before/after acid cleaning)




                            34
ALUMINUM FROM PILOT B2 AFTER 21-d
 EXPOSURE (before/after acid cleaning)




                             35
SUMMARY: SCALING AND CORROSION


• Various strategies for controlling scaling and
  corrosion to acceptable levels (inhibitors; pH
  control; removal of PO4, NH3, organic matter)
• Tradeoffs: e.g., PO4 reduces corrosion, but
  increases scaling; lower pH reduces scaling,
  increases corrosion
• Determining optimal approach requires testing
  and modeling
SUMMARY: BIOFOULING


• Secondary-treated wastewater has high
  potential for biofouling
• Addition of chlorine as a biocide
  impaired effectiveness of antiscalants
  and accelerated corrosion
• Chloramine found to be an effective
  biocide and much less corrosive than
  chlorine
CORROSION PROCESSES



Phosphate; ammonia;
  microbial activity;
   oxidizing agent


  O2           Cu(NH3)42+(aq)
                                Biofilm    HOCl   Fe2+
Fe3(PO4)2(s)

    Fe                   Microbiologically
Metal alloys             influenced corrosion


                                           38
CORROSION CRITERIA FOR COMMONLY USED ALLOYS

                           Source: Puckorius, (2003) Cooling Water System
                           Corrosion Guidelines. Process Cooling & Equipment.




      10 MPY

                          Unacceptable

                              Poor
      5 MPY
                              Fair                         0.5 MPY

      3 MPY                                                0.3 MPY
                              Good
                                                           0.2 MPY
      1 MPY                                                0.1 MPY
                            Excellent
      Mild steel piping                 Copper and copper alloys

                                                      39
OBJECTIVES – CORROSION STUDIES

•   Investigate corrosion rates and corrosion
    control when using impaired waters in
    cooling systems
•   Study mechanisms of tolyltriazole (TTA)
    protection of copper against oxidizing agents
•   Establish method to determine
    instantaneous corrosion rates in cooling
    systems

                                     40
ESTABLISH INSTANTANEOUS CORROSION
  RATE (ICR) MEASUREMENT METHOD


 • Application of gravimetric weight loss
   method (WLM)
 • Application of electrochemical
   polarization resistance method (PRM)
 • Combination of PRM and WLM to relate
   RP to weight loss and hence ICR


                                   41
BENCH-SCALE WATER
RECIRCULATING SYSTEM



    Potentiostat




                       42
GRAVIMETRIC WEIGHT LOSS METHOD




 New; Wi             Corroded; Wf
                    (After surface cleaning)


           WL = Wi - Wf

                             43
POLARIZATION RESISTANCE METHOD AND
  INSTANTANEOUS CORROSION RATE
                 Recirculating
                 cooling water                              ΔE
ΔE
              ≡ RP                                       Ecorr
ΔI   ΔE → 0                             c

                           Mild steel
                                                     a

                                        ΔI
                                        1                 1
                     ∫ ICRdt ∝ ∫                 WL ∝ ∫
     1
ICR∝                                       dt                dt
     RP                                 RP                RP


                                                44
COMBINATION OF WLM AND PRM



           1
           RP
                ∫ (1 / R   P   )dt
New; Wi                                          Corroded; Wf
                  Time
                                                     WL = Wi-Wf



                                     WL
                                                               Slope = B’


                                          ∫ (1 / R   P   )dt

                                            45
B’ VALUES FOR METAL ALLOYS IN SYN MWW
     100.1
       -1




     10-2
      0.01


WL
                                                        (g·ohm/sec)
(g) 10-3
    0.001                     B’ (mild steel):       1.20 ± 0.26 (×10 −5 )
                              B’ (aluminum):         1.87 ± 0.54 (×10 −5 )
                              B’ (copper):           2.57 ± 0.54 (×10 −5 )
                              B’ (cupronickel):      1.85 ± 0.38 (×10 −5 )

    10-4
   0.0001
             10
             10 1      102
                       100            103
                                      1000                   104
                                                             10000


                    ∫ (1 / RP )dt (sec/ohm)
                                Source: Hsieh et al., IECR, 49:9117-, 2010
                                               46
B’ AND CORROSION RATE MEASUREMENT


• With knowledge of B’ for a particular alloy in a
  particular system, ICR can be calculated from Rp
  measurement.
                 ICR = B’/Aρ x (1/Rp)

• The determined ICR can be expressed in MPY
  and compared with the corrosion guidelines




                                     47
ISSUES WITH THE USE OF IMPAIRED
 WATERS FOR POWER PLANT COOLING

• Optimization problem: Extent of pretreatment
  before use and chemical addition for control
• Life Cycle Costing (LCC) and Life Cycle
  Assessment (LCA) of the alternatives
• Regulatory issues
• Social acceptance issues
SUMMARY

• Water needs for thermoelectric power
  production are substantial: 41% of all
  freshwater withdrawal.
• With increasing population and growing
  economy, increasing electricity demand
• Alternative water sources are needed for
  cooling in electric power production
• Impaired waters can be alternative water
  sources, but are more costly and complex to
  manage
MORE INFORMATION




http://cooling.ce.cmu.edu/
ACKNOWLEDGMENTS

• Carnegie Mellon students: M.K. Hsieh, I. Chowdhury,
  R. Theregowda, M. Choudhury
• Univ Pittsburgh students: S.H. Chien, H. Li, Y. Feng,
  W. Liu
• Univ Pittsburgh faculty: R. Vidic, A. Landis, J. Monnell
• Franklin Township Municipal Sanitary Authority, Reliant
  Energy, St. Vincent College
• U.S. Dept of Energy, National Energy Technology
  Laboratory (DE-FC26-06NT42722, DE-NT0006550)
• Association of Environmental Engineering and Science
  Professors!

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Dr. David Dzombak - Need and Challenge of Alternative Water Sources for use in Electric Power Production.

  • 1. THE NEED AND CHALLENGE OF ALTERNATIVE SOURCES OF WATER FOR USE IN ELECTRIC POWER PRODUCTION David Dzombak Carnegie Mellon University Dept of Civil and Environmental Engineering AEESP Lecture Spring 2011
  • 2. OVERVIEW • U.S. electrical energy demand • Water requirements in thermoelectric power production • Alternative waters for power plant cooling • Reuse of secondary treated municipal wastewater for power plant cooling • Corrosion studies • Summary
  • 3. U.S. ELECTRICAL ENERGY DEMAND • Increases in response to population growth and economic growth • In short term, fluctuates in response to business cycles and weather trends • Growth has slowed progressively in each decade since the 1950s • Population and economic growth increase absolute demand
  • 4. U.S. ELECTRICAL ENERGY DEMAND IN 2035 – EIA Annual Outlook 2010 • Projected to increase by 30% from 2008 to 2035 • Largest increase in commercial sector, especially service industries • Next largest increase, residential demand - “due to growth in population … and continued population shifts to warmer regions with greater cooling requirements.” • Small increase for heavy industry “as a result of efficiency gains and slow growth.”
  • 5. U.S. ELECTRICITY DEMAND GROWTH Source: EIA Annual Outlook 2010 2035
  • 6. US POPULATION 1790-2006 300M 200M 100M Source: US Census Bureau 1915 1967 2006
  • 7. U.S. POPULATION CHANGE 1980-2008 Green: -50 – 10% Yellow: 10-30% Orange: 30-70% Red: 70-100% Pink: >100% Source: NumbersUSA
  • 9. WATER-ENERGY NEXUS • Water is needed for thermoelectric power production, in acquiring and shipping fuels, and in generating power (primarily for cooling) • Air cooling is much less efficient and more expensive than water cooling • In next 25 years, US population will grow by 50- 80 million and electricity demand by 30% • Available surface water supplies are fixed (and largely allocated) and groundwater supplies are depleting
  • 10. FRESHWATER USE IN THERMOELECTRIC POWER PRODUCTION Approximately 3% of U.S. freshwater Evaporation consumption (USGS, 2000) (warm) partially condensed Cooling steam from turbine Condenser Tower condensate Cooling Water Makeup Blowdown Approximately 41% of U.S freshwater withdrawal (USGS,2009) 10
  • 11. 2005 FRESHWATER WITHDRAWALS IN US Source: USGS (2009) Estimated use of water in the United States in 2005. Circular 1344
  • 12. POWER PLANT COOLING TECHNOLOGY BY GENERATION TYPE • Once–through cooling: 25-30 gal/kwh • Recirculating cooling: 0.6 – 1.2 gal/kwh • Across all types of power plants, 43% are water once-through and 42% are water recirculating Plant type Recirc water Once-through Dry (%) Cooling (%) water (%) Pond (%) Coal 48.0 39.1 0.2 12.7 Nuclear 43.6 38.1 0.0 18.3 All 41.9 42.7 0.9 14.5 Source: USDOE/NETL, 2009
  • 13. COOLING TOWERS AT HOMER CITY ELECTRIC POWER GENERATING STATION Source: C.J. Rodkey, 2008 Source: Pittsburgh Post-Gazette, 2011
  • 14.
  • 15. COOLING WATER DISCHARGE AT TAMPA ELECTRIC BIG BEND POWER STATION
  • 16. LIMITATIONS IN WATER AVAILABILITY FOR POWER PLANT COOLING Source: USGS (2004)
  • 17. ALTERNATIVE WATER SOURCES FOR THERMOELECTRIC POWER PRODUCTION – FOR RECIRCULATING SYSTEMS • Treated municipal wastewater • Mine drainage • Industrial process waters • Saline groundwater • Seawater
  • 18. SOME NON-SEAWATER ALTERNATIVE SOURCES OF COOLING WATER Municipal Wastewater Ash Pond Water Abandoned Mine Drainage
  • 19. REUSE OF TREATED MUNICIPAL WASTEWATER IN THE COOLING SYSTEMS OF THERMOELECTRIC POWER PLANTS
  • 20. REUSE OF TREATED MUNICIPAL WASTEWATER IN THE COOLING SYSTEMS OF THERMOELECTRIC POWER PLANTS • 11.4 trillion gallons of municipal wastewater collected and treated annually in U.S. • Experience with use of treated municipal water for power plant cooling in arid west; e.g., Burbank, Las Vegas, Phoenix • Significant additional treatment beyond secondary treatment (e.g., clarification, filtration, N and P removal)
  • 21. REDHAWK AND PALO VERDE POWER PLANTS • Redhawk: 530MW, natural gas • Palo Verde: 4000 MW, nuclear • Use treated municipal wastewater from Phoenix • RPS: 6.5 MGD • PVNGS: 68 MGD • Additional treatment at power plant: chlorination, pH adjustment, phosphorus removal, membrane filtration
  • 22. INVENTORY OF AVAILABLE WASTEWATER GIS-based tool developed to assess availability of secondary effluent from publicly owned treatment works (17864 POTWs in lower 48 states).
  • 23. INVENTORY OF WATER NEEDS • 110 proposed power plants from EIA annual report 2007 • U.S. is divided into major NERC regions
  • 24. ESTIMATION OF WATER NEEDS Project list of proposed Estimate the cooling power plants as water water need based on demand layer on the generating capacity same GIS map • A total of 110 power plants proposed in 2007 was used to assess water demand • Water needed for power generation is 0.6-1.2 gallon/kWh (for recirculating cooling systems) • Cooling water need estimate = Capacity (kW)*1.2 (gal/kWh)* 24 (hr)*0.75 (Load factor)
  • 25. POTWs NEEDED TO SATISFY POWER PLANT COOLING WATER DEMAND Proposed power Average number of POTWs needed to N. Am. Electric plants with sufficient POTWs within 10 satisfy cooling Reliability Council wastewater within 10 mile radius of water needs within (NERC) Region mi to satisfy cooling proposed power a 10 mile radius water needs, % plant ECAR 86 2.9 1.1 ERCOT 63 3.0 1.2 FRCC 83 4.6 1.4 MAIN 75 7.0 1.0 MAPP 91 3.1 1.0 NPCC/NY 100 4.0 1.0 SERC 95 2.1 1.0 SPP 17 2.0 2.0 WECC/CA 100 4.9 1.0 WECC/NWCC 76 2.8 1.0 WECC/RM 33 2.0 1.0
  • 26. POWER PLANTS WITH SUFFICIENT MUNICIPAL WASTEWATER FOR COOLING 100 92 81 80 76 Percentage, % 60 49 40 20 0 10 25 Coverage radius, mile Proposed Power Plants Existing Power Plants
  • 27. KEY TECHNICAL CHALLENGES WITH THE USE OF IMPAIRED WATERS • Precipitation and scaling • Accelerated corrosion • Biomass growth
  • 28. CARNEGIE MELLON – UNIV PITTSBURGH USDOE PROJECT GOALS • Evaluate feasibility of controlling corrosion, scaling, and biofouling through different combinations of phys/chem/bio treatment • Evaluate performance, costs, and environmental impacts of different treatment combinations • Develop methods of measuring corrosion, scaling; evaluate mechanisms
  • 30. BENCH-SCALE WATER RECIRCULATING SYSTEM: CORROSION STUDIES Potentiostat
  • 31. PILOT SCALE COOLING TOWERS Franklin Township Municipal Sanitary Authority, Murrysville, PA
  • 34. MILD STEEL FROM PILOT B2 AFTER 21-d EXPOSURE (before/after acid cleaning) 34
  • 35. ALUMINUM FROM PILOT B2 AFTER 21-d EXPOSURE (before/after acid cleaning) 35
  • 36. SUMMARY: SCALING AND CORROSION • Various strategies for controlling scaling and corrosion to acceptable levels (inhibitors; pH control; removal of PO4, NH3, organic matter) • Tradeoffs: e.g., PO4 reduces corrosion, but increases scaling; lower pH reduces scaling, increases corrosion • Determining optimal approach requires testing and modeling
  • 37. SUMMARY: BIOFOULING • Secondary-treated wastewater has high potential for biofouling • Addition of chlorine as a biocide impaired effectiveness of antiscalants and accelerated corrosion • Chloramine found to be an effective biocide and much less corrosive than chlorine
  • 38. CORROSION PROCESSES Phosphate; ammonia; microbial activity; oxidizing agent O2 Cu(NH3)42+(aq) Biofilm HOCl Fe2+ Fe3(PO4)2(s) Fe Microbiologically Metal alloys influenced corrosion 38
  • 39. CORROSION CRITERIA FOR COMMONLY USED ALLOYS Source: Puckorius, (2003) Cooling Water System Corrosion Guidelines. Process Cooling & Equipment. 10 MPY Unacceptable Poor 5 MPY Fair 0.5 MPY 3 MPY 0.3 MPY Good 0.2 MPY 1 MPY 0.1 MPY Excellent Mild steel piping Copper and copper alloys 39
  • 40. OBJECTIVES – CORROSION STUDIES • Investigate corrosion rates and corrosion control when using impaired waters in cooling systems • Study mechanisms of tolyltriazole (TTA) protection of copper against oxidizing agents • Establish method to determine instantaneous corrosion rates in cooling systems 40
  • 41. ESTABLISH INSTANTANEOUS CORROSION RATE (ICR) MEASUREMENT METHOD • Application of gravimetric weight loss method (WLM) • Application of electrochemical polarization resistance method (PRM) • Combination of PRM and WLM to relate RP to weight loss and hence ICR 41
  • 43. GRAVIMETRIC WEIGHT LOSS METHOD New; Wi Corroded; Wf (After surface cleaning) WL = Wi - Wf 43
  • 44. POLARIZATION RESISTANCE METHOD AND INSTANTANEOUS CORROSION RATE Recirculating cooling water ΔE ΔE ≡ RP Ecorr ΔI ΔE → 0 c Mild steel a ΔI 1 1 ∫ ICRdt ∝ ∫ WL ∝ ∫ 1 ICR∝ dt dt RP RP RP 44
  • 45. COMBINATION OF WLM AND PRM 1 RP ∫ (1 / R P )dt New; Wi Corroded; Wf Time WL = Wi-Wf WL Slope = B’ ∫ (1 / R P )dt 45
  • 46. B’ VALUES FOR METAL ALLOYS IN SYN MWW 100.1 -1 10-2 0.01 WL (g·ohm/sec) (g) 10-3 0.001 B’ (mild steel): 1.20 ± 0.26 (×10 −5 ) B’ (aluminum): 1.87 ± 0.54 (×10 −5 ) B’ (copper): 2.57 ± 0.54 (×10 −5 ) B’ (cupronickel): 1.85 ± 0.38 (×10 −5 ) 10-4 0.0001 10 10 1 102 100 103 1000 104 10000 ∫ (1 / RP )dt (sec/ohm) Source: Hsieh et al., IECR, 49:9117-, 2010 46
  • 47. B’ AND CORROSION RATE MEASUREMENT • With knowledge of B’ for a particular alloy in a particular system, ICR can be calculated from Rp measurement. ICR = B’/Aρ x (1/Rp) • The determined ICR can be expressed in MPY and compared with the corrosion guidelines 47
  • 48. ISSUES WITH THE USE OF IMPAIRED WATERS FOR POWER PLANT COOLING • Optimization problem: Extent of pretreatment before use and chemical addition for control • Life Cycle Costing (LCC) and Life Cycle Assessment (LCA) of the alternatives • Regulatory issues • Social acceptance issues
  • 49. SUMMARY • Water needs for thermoelectric power production are substantial: 41% of all freshwater withdrawal. • With increasing population and growing economy, increasing electricity demand • Alternative water sources are needed for cooling in electric power production • Impaired waters can be alternative water sources, but are more costly and complex to manage
  • 51. ACKNOWLEDGMENTS • Carnegie Mellon students: M.K. Hsieh, I. Chowdhury, R. Theregowda, M. Choudhury • Univ Pittsburgh students: S.H. Chien, H. Li, Y. Feng, W. Liu • Univ Pittsburgh faculty: R. Vidic, A. Landis, J. Monnell • Franklin Township Municipal Sanitary Authority, Reliant Energy, St. Vincent College • U.S. Dept of Energy, National Energy Technology Laboratory (DE-FC26-06NT42722, DE-NT0006550) • Association of Environmental Engineering and Science Professors!