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FY 2011 Industrial Wastewater Utilization and Treatment
Facility Refurbishment and Upgrade

(Groundwater Reuse Project)

Ken Kono, Project Manager
NASA Ames Research Center
March 11, 2010
PROJECT GOAL

UTILIZE AVAILABLE GROUNDWATER DISCHARGES TO
      MEET ALL INDUSTRIAL WATER NEEDS OF
 NASA AMES ARC JET COMPLEX AND UNITARY PLAN
                 WIND TUNNELS
ARC JET COMPLEX




UTILIZES 110,000 GALLONS PER DAY* OF POTABLE WATER
       TO OPERATE THE STEAM VACUUM SYSTEM

*OPERATING DAY, APPROX. 170 OPERATING DAYS/YEAR
UNITARY PLAN WIND TUNNELS




UTILIZES 60,000 GALLONS PER DAY* OF POTABLE WATER TO
         MEET FACILITY COOLING REQUIREMENTS

  *OPERATING DAY, APPROX. 170 OPERATING DAYS/YEAR
ACTIVE PUMP AND TREAT FACILITIES AT AMES
                                 NASA RGRP
                                 Sept. 2001




                                 WATS
                                 Nov. 1998




                                 MEW N.101
                                 Oct. 1998
PRELIMINARY ENGINEERING PHASE


• ASSESS WATER QUALITY AND QUANTITY

• ASSESS EXISTING SOURCE INFRASTRUCTURE

• DEFINE NPDES REQUIREMENTS
IN SITU SDI (SILT DENSITY INDEX) TESTING AT
           TREATMENT FACILITIES
CURRENT DISCHARGE RATE
FACILITY        AVERAGE FLOW          DESTINATION            REMARKS
                 (gallons per day)


N 101 (MEW)          179,000         STEVENS CREEK        VIA 6” DIA. PIPE,
                                                       PARTIAL RE-USE AT N271



NASA RGRP            22,000          STEVENS CREEK        JOINS N 101 PIPE



   WATS              95,000           STORM WATER       VIA STORM WATER
                                     RETENTION BASIN   CONVEYANCE SYSTEM



 TOTAL FLOW = 296,000 GALLONS PER DAY OR OVER 108 MILLION
        GALLONS PER YEAR IS AVAILABLE FOR RE-USE
          CURRENTLY, LESS THAN 10% IS RE-USED
DAILY PEAK DEMAND
                  WATER FLOW DIAGRAM
                                 53,000 GAL
296,000 GAL                 UNUSED GROUNDWATER                 126,000 GAL

CONSOLIDATED                                            COMBINED DISCHARGE TO
GROUNDWATER                                                STEVENS CREEK
                       243,000 GAL
                                        R.O.
                                      FACILITY
                                                  73,000 GAL
                            170,000 GAL          CONCENTRATE
                            PERMEATE

                                       0.85 MG
                                     PERMEATE
                                      STORAGE

              110,000 GAL                            60,000 GAL
               ARC JET                              UNITARY PLAN
               COMPLEX                              WIND TUNNELS
ANNUAL WATER FLOW DIAGRAM
                         (MG = MILLION GALLONS)


                                 66 MG
   108 MG                UNUSED GROUNDWATER                      79 MG

CONSOLIDATED                                           COMBINED DISCHARGE TO
GROUNDWATER                                               STEVENS CREEK

                     42 MG
                                   R.O.
                                 FACILITY
                                               13 MG
                           29 MG            CONCENTRATE
                         PERMEATE

                                 0.85 MG
                               PERMEATE
                                STORAGE
                                                    10 MG
                19 MG
               ARC JET                            UNITARY PLAN
               COMPLEX                            WIND TUNNELS
EXISTING DISCHARGE AND DISTRIBUTION FLOW DIRECTION
ASSESS EXISTING TREATMENT FACILITY
                2002 - 2006




                            EXISTING REVERSE OSMOSIS
                                     VESSELS


CONSERVED APPROXIMATELY 7 MGAL/YEAR OF POTABLE WATER
MODEL EXISTING AND PROPOSED PIPING SYSTEM
WORK WITH THE STATE WATERBOARD




 • NOTIFY THE BOARD OF NASA’S INTENT

 • SUBMIT APPLICATION FOR NPDES PERMIT
PROJECT SCHEDULE


•PRELIMINARY ENGINEERING   SEPT 2009 – MAR 2010

•FINAL DESIGN              APRIL 2010 – OCT 2010

•CONSTRUCTION              FEB 2011 – OCT 2011
QUESTIONS?

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FY 2011 Industrial Wastewater Utilization and Treatment Facility Refurbishment and Upgrade

  • 1. FY 2011 Industrial Wastewater Utilization and Treatment Facility Refurbishment and Upgrade (Groundwater Reuse Project) Ken Kono, Project Manager NASA Ames Research Center March 11, 2010
  • 2. PROJECT GOAL UTILIZE AVAILABLE GROUNDWATER DISCHARGES TO MEET ALL INDUSTRIAL WATER NEEDS OF NASA AMES ARC JET COMPLEX AND UNITARY PLAN WIND TUNNELS
  • 3. ARC JET COMPLEX UTILIZES 110,000 GALLONS PER DAY* OF POTABLE WATER TO OPERATE THE STEAM VACUUM SYSTEM *OPERATING DAY, APPROX. 170 OPERATING DAYS/YEAR
  • 4. UNITARY PLAN WIND TUNNELS UTILIZES 60,000 GALLONS PER DAY* OF POTABLE WATER TO MEET FACILITY COOLING REQUIREMENTS *OPERATING DAY, APPROX. 170 OPERATING DAYS/YEAR
  • 5. ACTIVE PUMP AND TREAT FACILITIES AT AMES NASA RGRP Sept. 2001 WATS Nov. 1998 MEW N.101 Oct. 1998
  • 6. PRELIMINARY ENGINEERING PHASE • ASSESS WATER QUALITY AND QUANTITY • ASSESS EXISTING SOURCE INFRASTRUCTURE • DEFINE NPDES REQUIREMENTS
  • 7. IN SITU SDI (SILT DENSITY INDEX) TESTING AT TREATMENT FACILITIES
  • 8. CURRENT DISCHARGE RATE FACILITY AVERAGE FLOW DESTINATION REMARKS (gallons per day) N 101 (MEW) 179,000 STEVENS CREEK VIA 6” DIA. PIPE, PARTIAL RE-USE AT N271 NASA RGRP 22,000 STEVENS CREEK JOINS N 101 PIPE WATS 95,000 STORM WATER VIA STORM WATER RETENTION BASIN CONVEYANCE SYSTEM TOTAL FLOW = 296,000 GALLONS PER DAY OR OVER 108 MILLION GALLONS PER YEAR IS AVAILABLE FOR RE-USE CURRENTLY, LESS THAN 10% IS RE-USED
  • 9. DAILY PEAK DEMAND WATER FLOW DIAGRAM 53,000 GAL 296,000 GAL UNUSED GROUNDWATER 126,000 GAL CONSOLIDATED COMBINED DISCHARGE TO GROUNDWATER STEVENS CREEK 243,000 GAL R.O. FACILITY 73,000 GAL 170,000 GAL CONCENTRATE PERMEATE 0.85 MG PERMEATE STORAGE 110,000 GAL 60,000 GAL ARC JET UNITARY PLAN COMPLEX WIND TUNNELS
  • 10. ANNUAL WATER FLOW DIAGRAM (MG = MILLION GALLONS) 66 MG 108 MG UNUSED GROUNDWATER 79 MG CONSOLIDATED COMBINED DISCHARGE TO GROUNDWATER STEVENS CREEK 42 MG R.O. FACILITY 13 MG 29 MG CONCENTRATE PERMEATE 0.85 MG PERMEATE STORAGE 10 MG 19 MG ARC JET UNITARY PLAN COMPLEX WIND TUNNELS
  • 11. EXISTING DISCHARGE AND DISTRIBUTION FLOW DIRECTION
  • 12. ASSESS EXISTING TREATMENT FACILITY 2002 - 2006 EXISTING REVERSE OSMOSIS VESSELS CONSERVED APPROXIMATELY 7 MGAL/YEAR OF POTABLE WATER
  • 13. MODEL EXISTING AND PROPOSED PIPING SYSTEM
  • 14. WORK WITH THE STATE WATERBOARD • NOTIFY THE BOARD OF NASA’S INTENT • SUBMIT APPLICATION FOR NPDES PERMIT
  • 15. PROJECT SCHEDULE •PRELIMINARY ENGINEERING SEPT 2009 – MAR 2010 •FINAL DESIGN APRIL 2010 – OCT 2010 •CONSTRUCTION FEB 2011 – OCT 2011