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Office Water Conservation

           Water Conservation Guidelines
                for Office Buildings
                   Brent M. White
               BOMA Engineers Breakfast
                     May 18, 2010
                  Tampa City Center
                     Tampa, FL
Water Conservation in
                      Office Buildings
 Why is water conservation important to
  the office building industry?
      Reduces utility bills
      Reduces water treatment costs
      Increase competitiveness
      Extend the life of water using equipment
      Enhances public image
      Improves property value



  5/19/2010                                       2
Office Building Mean Water Use




 5/19/2010                       3
Office Building Mean Water Use




 5/19/2010                       4
Water Use Allocation




5/19/2010                          5
Seasonal Influences




5/19/2010                         6
Potential Water Use Savings




 5/19/2010                    7
Conducting On-Site Evaluation
 Determine the water use rate for
  all equipment and processes.
 Consistency is important
 Major areas to include are:
     Sanitation         Heating / Cooling
     Kitchen            Leak detection
     Office             Water used in products
     Miscellaneous      Alternative water use
     Irrigation         Staff input


  5/19/2010                                        8
Gathering Facility Demographics
 Information to be gathered about a
  facility to be audited includes:
    Service address         Number of employees
    Utility contact         Percent male/female
    Title                   Full / Part time
    Age of facility         Meter size and count
    Building size           Water source(s)
    Operating hours/days    Billing class / rates
    Shifts per day          4-years of water history
    Cooling Tower size      Cooling Tower conductivity


  5/19/2010                                                9
Water Budget
 A Water Budget Includes:
   Facility Statistics
   Equipment water use ratings
    (Existing and Proposed)
   Frequency of use
   Days per year of use
   Estimated / Adjusted use
         Per year
   Estimated savings
         Per year

 5/19/2010                          10
Water Budget




5/19/2010                  11
Indoor Water Saving Tips
 Domestic (Bathrooms)
  Report and repair all leaks
  Replace flush valve diaphragms
  Replace flappers annually
  Replace showerheads
  Replace faucet aerators
  Install waterless urinals
  Replace high-flow toilets


 5/19/2010                          12
Heating and Cooling
 Heating/Cooling
  Lower tower blowdown
  Use softener on makeup water
  Use efficient ice machines
  Install conductivity meter
  Submeter makeup & blowdown
  Use air cooled AC units



 5/19/2010                         13
Cooling Tower Schematic
                            Legend
                            B: Bleed Off
                            D: Drift
                            E: Evaporation
                            M: Make-up
                            CR: Concentration
                                 ratio

                            Water Balance
                            M = E+B+D

                            Concentration Ratio
                            CR = MQuality / BQuality


5/19/2010                                        14
Concentration Ratios
 For metered towers (gallons)
   CR = M/B, or CR = (B+E)/B
   Example: 250 ton tower – 24 hours
              M = 14,400 gallons
              B = 5,760 gallons
              CR = 14,400 gal / 5,760 gal
              CR = 2.5
 Some utilities may provide a credit to
the wastewater charges for evaporative
losses with tower submetering.
 5/19/2010                                  15
Concentration Ratios
 For unmetered towers (gallons)
  Calculation based on the conductivity
   concentration ratio (TDS/S)
     CR = [B] / [M]

        Example: Bleed-off conductivity = 1,400 S
                  Make-up conductivity = 550 S
                  CR = 1,400 / 550
                  CR = 2.5



 5/19/2010                                            16
Calculations
 Evaporation:
   Evaporating rate = 2.4 gpm/100 tons of cooling
         E = (2.4 gpm/100 tons) x (250 tons) x 24 hours x (60 min/hr)
         E = 8,640 gallons

 Bleed-Off:
         B = E/ (CR-1)
         B = 8,640 gallons / (2.5 – 1)
         B = 5,760 gallons

 Make-Up:
        M=E+B
         M = 8,640 + 5,760
         M = 14,400 gallons

 5/19/2010                                                       17
Savings from Increasing Ratios
Concentration Ratios
                                           Concentration Ratios After Adjusting Cycles
  Before Adjusting
      Cycles              2     3     4      5        6       7        8        9         10    12    15     20
                     1.5 33%   50%   56%    58%      60%     61%      62%      63%       63%   64%   64%    65%
                       2       25%   33%    38%      40%     42%      43%      44%       44%   45%   46%    47%
                       3             11%    17%      20%     22%      24%      25%       25%   27%   29%    30%
                       4                    6%       10%     13%      14%      16%       17%   18%   20%    21%
                       5                             4%      7%       9%       10%       11%   13%   14%    16%
                       6                                     3%       5%       6%        7%    9%    11%    12%
                       7                                              2%       4%        5%    6%    8%     10%
                       8                                                       2%        3%    5%    6%     8%
                       9                                                                   .   3%    5%     6%
                     10                                                                        2%    4%     5%
                     12                                                                              2%     4%
                     15                                                                                     2%

 Most towers run at 1.5 to 2.5 cycles of concentration
 Cycle of Concentration – How many times the water is
used inside the tower before being bled-off
  5/19/2010                                                                                                18
Water Use –vs Concentration Ratio
                                                                             Wate r Consumption -v s- Conce ntration Ratio
                                                                                  Water Use Per 100 tons of Cooling (GPD)
                                                                                  Log. (Water Use Per 100 tons of Cooling (GPD))
                                                                  8000
  Approx. Total Water Consumption per 100 Tons of Cooling (GPD)




                                                                  7500


                                                                  7000


                                                                  6500


                                                                  6000


                                                                  5500


                                                                  5000


                                                                  4500


                                                                  4000


                                                                  3500


                                                                  3000
                                                                         1             2            3           4            5            6   7   8   9
                                                                                                                    Concentration Ratio




 5/19/2010                                                                                                                                                19
Calculating Savings
 Increasing the concentration ratio saves water
   CR1 = Ratio before increasing cycles
   CR2 = Ratio after increasing cycles


                                CR2 – CR1
 Percent conserved =                          X 100
                                CR1 (CR2-1)
 Example: CR1 = 2, CR2 = 6
     Percent Conserved = 6 - 2 X 100 = 4/10 = 40%
                         2(6-1)



 5/19/2010                                             20
Outdoor Water Saving Tips
 Irrigation
   Use Florida Friendly rules
   Use nozzles on hoses
   Use a rain shutoff device
   Install drip irrigation
   Follow water restrictions
   Use reclaimed water
   Audit your system/schedule


 5/19/2010                       21
Cleaning Water Saving Tips
 General Cleaning
  Use mop water efficiently
  Clean windows as needed
  Calibrate all chemical mixes
  Use dry powders for
   carpet cleaning
  Use low-volume pressure
   washing


 5/19/2010                        22
Kitchen Water Saving Tips
 Food-Service
  Report and repair all leaks
  Use air-cooled ice machines
  Install foot pedals on prep sinks
  Use a drip lexan as an ice dump
  Turn on dip wells only as needed
  Defrost frozen food in walk-in
  Reuse last rinse as first rinse
  Install a low-flow pre-rinse spray nozzle

 5/19/2010                                     23
Other Water Savings Tips
 Outdoor recommendations
  Fountain wind speed control system
     Automatically slow down or shut off a
      fountain if surrounding wind speeds
      are high enough to blow the spray
      out of the fountain basin.
     Reduces spray drift that reaches
      impervious surfaces.
     Fountains currently restricted to
      8-hours of operation per day.
  5/19/2010                                   24
Other Water Savings Tips
 Typically, water pressure from a
  utility will average 45 psi
   Depends on elevation and distance from
    the water main
   Running a booster pump to increase
    pressure can affect the fixture flowrates:


                        *Fixture flow rate is measured at 35 psi.




  5/19/2010                                                         25
Recent Legislation – SB 494
 Ch. 373.62, F.S., Efficient Irrigation
  Technology
     Licensed contractors must inspect, repair
     Local ordinance by October 2010
     Variance for “smart irrigation” technology
     Removes grandfather date of May 1, 1991 for
      irrigation automatic shutoff devices.
 Ch. 482.1562, F.S., Fertilizer Application
  Certification
   Certification by Jan. 2014 for professionals
   5/19/2010                                   26
Recent Legislation – SB 2080
 Ch. 373.185, F.S., Florida-friendly language
 Ch. 373.187, F.S., WMDs must be FFL
   WMD’s should encourage local governments
    to enact FFL ordinance language for
    development permitted after June 30, 2009
 Ch. 125.568(3),
   Deed restrictions, local codes
    may not prohibit or limit FFL
   Workshops were held for public

  5/19/2010                               27
Phase IV Water Restrictions
 Initial Phase IV restrictions:
   Common areas must be kept at 78 F
   Based upon US DOE standard
 Updated Phase IV restrictions:
   Based on Austin, TX ordinance
       Must have blowdown and makeup meters
       Must have conductivity controllers
       Must run at a minimum of 5 COC’s


  5/19/2010                              28
Thank You!




        For more info:
Brent.White@swfwmd.state.fl.us
   1-800-423-1476 ext. 4214

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Water conservation in professional office buildings

  • 1. Office Water Conservation Water Conservation Guidelines for Office Buildings Brent M. White BOMA Engineers Breakfast May 18, 2010 Tampa City Center Tampa, FL
  • 2. Water Conservation in Office Buildings  Why is water conservation important to the office building industry?  Reduces utility bills  Reduces water treatment costs  Increase competitiveness  Extend the life of water using equipment  Enhances public image  Improves property value 5/19/2010 2
  • 3. Office Building Mean Water Use 5/19/2010 3
  • 4. Office Building Mean Water Use 5/19/2010 4
  • 7. Potential Water Use Savings 5/19/2010 7
  • 8. Conducting On-Site Evaluation  Determine the water use rate for all equipment and processes.  Consistency is important  Major areas to include are:  Sanitation  Heating / Cooling  Kitchen  Leak detection  Office  Water used in products  Miscellaneous  Alternative water use  Irrigation  Staff input 5/19/2010 8
  • 9. Gathering Facility Demographics  Information to be gathered about a facility to be audited includes:  Service address  Number of employees  Utility contact  Percent male/female  Title  Full / Part time  Age of facility  Meter size and count  Building size  Water source(s)  Operating hours/days  Billing class / rates  Shifts per day  4-years of water history  Cooling Tower size  Cooling Tower conductivity 5/19/2010 9
  • 10. Water Budget  A Water Budget Includes:  Facility Statistics  Equipment water use ratings (Existing and Proposed)  Frequency of use  Days per year of use  Estimated / Adjusted use  Per year  Estimated savings  Per year 5/19/2010 10
  • 12. Indoor Water Saving Tips  Domestic (Bathrooms)  Report and repair all leaks  Replace flush valve diaphragms  Replace flappers annually  Replace showerheads  Replace faucet aerators  Install waterless urinals  Replace high-flow toilets 5/19/2010 12
  • 13. Heating and Cooling  Heating/Cooling  Lower tower blowdown  Use softener on makeup water  Use efficient ice machines  Install conductivity meter  Submeter makeup & blowdown  Use air cooled AC units 5/19/2010 13
  • 14. Cooling Tower Schematic Legend B: Bleed Off D: Drift E: Evaporation M: Make-up CR: Concentration ratio Water Balance M = E+B+D Concentration Ratio CR = MQuality / BQuality 5/19/2010 14
  • 15. Concentration Ratios  For metered towers (gallons)  CR = M/B, or CR = (B+E)/B  Example: 250 ton tower – 24 hours M = 14,400 gallons B = 5,760 gallons CR = 14,400 gal / 5,760 gal CR = 2.5  Some utilities may provide a credit to the wastewater charges for evaporative losses with tower submetering. 5/19/2010 15
  • 16. Concentration Ratios  For unmetered towers (gallons)  Calculation based on the conductivity concentration ratio (TDS/S)  CR = [B] / [M]  Example: Bleed-off conductivity = 1,400 S Make-up conductivity = 550 S CR = 1,400 / 550 CR = 2.5 5/19/2010 16
  • 17. Calculations  Evaporation:  Evaporating rate = 2.4 gpm/100 tons of cooling  E = (2.4 gpm/100 tons) x (250 tons) x 24 hours x (60 min/hr)  E = 8,640 gallons  Bleed-Off:  B = E/ (CR-1)  B = 8,640 gallons / (2.5 – 1)  B = 5,760 gallons  Make-Up: M=E+B  M = 8,640 + 5,760  M = 14,400 gallons 5/19/2010 17
  • 18. Savings from Increasing Ratios Concentration Ratios Concentration Ratios After Adjusting Cycles Before Adjusting Cycles 2 3 4 5 6 7 8 9 10 12 15 20 1.5 33% 50% 56% 58% 60% 61% 62% 63% 63% 64% 64% 65% 2 25% 33% 38% 40% 42% 43% 44% 44% 45% 46% 47% 3 11% 17% 20% 22% 24% 25% 25% 27% 29% 30% 4 6% 10% 13% 14% 16% 17% 18% 20% 21% 5 4% 7% 9% 10% 11% 13% 14% 16% 6 3% 5% 6% 7% 9% 11% 12% 7 2% 4% 5% 6% 8% 10% 8 2% 3% 5% 6% 8% 9 . 3% 5% 6% 10 2% 4% 5% 12 2% 4% 15 2%  Most towers run at 1.5 to 2.5 cycles of concentration  Cycle of Concentration – How many times the water is used inside the tower before being bled-off 5/19/2010 18
  • 19. Water Use –vs Concentration Ratio Wate r Consumption -v s- Conce ntration Ratio Water Use Per 100 tons of Cooling (GPD) Log. (Water Use Per 100 tons of Cooling (GPD)) 8000 Approx. Total Water Consumption per 100 Tons of Cooling (GPD) 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 1 2 3 4 5 6 7 8 9 Concentration Ratio 5/19/2010 19
  • 20. Calculating Savings  Increasing the concentration ratio saves water  CR1 = Ratio before increasing cycles  CR2 = Ratio after increasing cycles CR2 – CR1  Percent conserved = X 100 CR1 (CR2-1)  Example: CR1 = 2, CR2 = 6  Percent Conserved = 6 - 2 X 100 = 4/10 = 40% 2(6-1) 5/19/2010 20
  • 21. Outdoor Water Saving Tips  Irrigation  Use Florida Friendly rules  Use nozzles on hoses  Use a rain shutoff device  Install drip irrigation  Follow water restrictions  Use reclaimed water  Audit your system/schedule 5/19/2010 21
  • 22. Cleaning Water Saving Tips  General Cleaning  Use mop water efficiently  Clean windows as needed  Calibrate all chemical mixes  Use dry powders for carpet cleaning  Use low-volume pressure washing 5/19/2010 22
  • 23. Kitchen Water Saving Tips  Food-Service  Report and repair all leaks  Use air-cooled ice machines  Install foot pedals on prep sinks  Use a drip lexan as an ice dump  Turn on dip wells only as needed  Defrost frozen food in walk-in  Reuse last rinse as first rinse  Install a low-flow pre-rinse spray nozzle 5/19/2010 23
  • 24. Other Water Savings Tips  Outdoor recommendations  Fountain wind speed control system  Automatically slow down or shut off a fountain if surrounding wind speeds are high enough to blow the spray out of the fountain basin.  Reduces spray drift that reaches impervious surfaces.  Fountains currently restricted to 8-hours of operation per day. 5/19/2010 24
  • 25. Other Water Savings Tips  Typically, water pressure from a utility will average 45 psi  Depends on elevation and distance from the water main  Running a booster pump to increase pressure can affect the fixture flowrates: *Fixture flow rate is measured at 35 psi. 5/19/2010 25
  • 26. Recent Legislation – SB 494  Ch. 373.62, F.S., Efficient Irrigation Technology  Licensed contractors must inspect, repair  Local ordinance by October 2010  Variance for “smart irrigation” technology  Removes grandfather date of May 1, 1991 for irrigation automatic shutoff devices.  Ch. 482.1562, F.S., Fertilizer Application Certification  Certification by Jan. 2014 for professionals 5/19/2010 26
  • 27. Recent Legislation – SB 2080  Ch. 373.185, F.S., Florida-friendly language  Ch. 373.187, F.S., WMDs must be FFL  WMD’s should encourage local governments to enact FFL ordinance language for development permitted after June 30, 2009  Ch. 125.568(3),  Deed restrictions, local codes may not prohibit or limit FFL  Workshops were held for public 5/19/2010 27
  • 28. Phase IV Water Restrictions  Initial Phase IV restrictions:  Common areas must be kept at 78 F  Based upon US DOE standard  Updated Phase IV restrictions:  Based on Austin, TX ordinance  Must have blowdown and makeup meters  Must have conductivity controllers  Must run at a minimum of 5 COC’s 5/19/2010 28
  • 29. Thank You! For more info: Brent.White@swfwmd.state.fl.us 1-800-423-1476 ext. 4214