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Design of High Capacity Energy
                Efficient Wells
                              Jay Lazarus, Jim Riesterer, P.G.
                                   Glorieta Geoscience, Inc.
                                         PO Box 5727
                                     Santa Fe NM 87502
                                   www.glorietageo.com

                           Waste to Worth Conference April 2-4, 2013




GLORIE A GE
      T    OSCIENCE INC.
                   ,
Efficient Water Use At Dairies
   Agriculture is the largest user of groundwater in the
    United States
   Ground water at dairies used for cow drinking, milking
    parlor clean-up and crop irrigation is produced from wells
    that often are often improperly designed and completed.
   Inefficient well design results in increased pumping costs
    and increases the frequency that wells and/or pumps
    have to be replaced.
   Inefficient wells require significantly more energy to
    pump lesser amounts of water than properly designed
    wells.
Well Drilling




                GLORIE A GE
                      T    OSCIENCE INC.
                                   ,
Types of Wells

 Domestic
 Municipal
 Commercial
 Irrigation




                                GLORIE A GE
                                      T    OSCIENCE INC.
                                                   ,
Types of screen
 Torch cut
 Plasma cut
 Saw cut (PVC)
 Mill slot
 Wire wrapped
 Louvered


                  Photo from
                  johnsonscreens.com




                                       GLORIE A GE
                                             T    OSCIENCE INC.
                                                          ,
Well Efficiency
Inefficient well:                       Efficient well:
•Limited open area                      •Maximize open area
•Incorrect/no filter pack               •Proper filter pack
•Screens get dewatered                  •Screens are not dewatered
•Pumps sand and/or air                  •Does not pump sand and/or air
•Oversized pump motor                   •Properly sized pump motor
•Artificially high total dynamic head   •Minimizes total dynamic head
Why is Well Efficiency Important?
 Energy cost savings
 An efficient, sand-free well will save a
  farmer significant money on energy costs
  to produce the water and the well and
  pump lifetime will be extended
  significantly.




                                     GLORIE A GE
                                           T    OSCIENCE INC.
                                                        ,
When Does a Pump Fail?

 When you need it the most…..


 During the hottest time of the irrigation
  season…..

 When the pump contractor is servicing a
  municipal well for a bigger client…..


                                      GLORIE A GE
                                            T    OSCIENCE INC.
                                                         ,
Why Does a Pump Fail?
 Old Age
 Excessive sand production
 Excessive drawdown
     Water not cooling the pump effectively
     Air entrainment  Cavitation
 Other…




                                      GLORIE A GE
                                            T    OSCIENCE INC.
                                                         ,
What Causes Sand Production?
                       Improper
                        screen/filter
                        pack sand
                        sizes
                       Casing failure
                        (bad welds,
                        corrosion)




                          GLORIE A GE
                                T    OSCIENCE INC.
                                             ,
Screen Placement

    Best production intervals
    Allow sufficient water column above
       screen to prevent dewatering screens
           Include margin for long-term drawdown




GLORIE A GE
      T    OSCIENCE INC.
                   ,
Well Screen Design

    Slot size
    Slot geometry
                             Total open area
    Filter pack
           Sized in conjunction with sieve analysis of
            formation material and screen slot size
        
            Increases hydraulic conductivity, reduces
            (eliminates) sand production



GLORIE A GE
      T    OSCIENCE INC.
                   ,
Well Development
  Removes drilling fluid from filter pack and
   formation (increases production)
  Removes fines from filter pack, properly
   grades filter pack and formation for long
   term sand-free production




GLORIE A GE
      T    OSCIENCE INC.
                   ,        Photo from Driscoll, 1986
Specific Capacity
 Defined as production rate per unit of
 drawdown (Q/s)
     Typically expressed as gpm/ft
     The bigger the number the better the well
 Allows well to be designed in a manner
 that will avoid dewatering screens
     Often must estimate Q/s in design phase
      based on nearby wells or lithologic
      analogues
  
      Confirm actual Q/s with test pump
       prior to selecting permanent pump    GL IE A GE
                                              OR T    OSCIENCE INC.
                                                              ,
Specific Capacity
 Directly impacts pumping costs
Maximizing Specific Capacity
 Proper screen and filter pack selection
 Proper screen locations
 Proper well development
 Up front costs associated with these items
 can easily be recouped in power savings
 and pump longevity




                                GLORIE A GE
                                      T    OSCIENCE INC.
                                                   ,
Maximizing Pump Efficiency
 Must have good specific capacity (step
  drawdown) test at a minimum to select
  best pump for the job
 Select permanent pump AFTER step test
  is conducted
 Oversizing the pump requires choking
  back flow, creating artificial and
  unnecessary head (and increased
  pumping costs)

                               GLORIE A GE
                                     T    OSCIENCE INC.
                                                  ,
Step Drawdown Test
Using the Step Test Results
7 Day Drawdown Test
Maximizing Pump Efficiency
     800                                                                              80
                                                                   ~71 % eff.
     700                                                                              70
               50 hp                                                  ~62 % eff.
     600                                                                              60

               40 hp
     500                                                                              50
                                                          Assumed
     400       30 hp                                                                  40




                                                                                             %
                                                                                             n
                                                                                             e
                                                                                             y
                                                                                             c
                                                                                             )
                                                                                             (
                                                                                           Eff
                                                                                             i
     300                                                                              30
               20 hp                                                    Step test
 m




                                                                        Result
 H
 D
To
 d
 e
 n
 a
 c
 y
 )
 (
 f
 t
 i
 l




     200                                                                              20
                   10 hp
     100                                                                              10

      0                                                                               0
           0           100   200       300         400       500        600
                                        Capacity (gpm)

       If pump is selected based on the assumed flow and head, the pump will be
       oversized and actual operation will be ~9% less efficient and discharge will
       have to be choked back creating an additional ~80 ft of artificial head.
Maximizing Pump Efficiency
 In our example*, a 9% reduction in pump
 efficiency and an extra 80 ft of head
 translates to a cost increase of
 approximately $9200/year for one pivot.




  *Q = 500 gpm, Q/s = 15 gpm/ft, Pipe diameter = 6”, pipe length = 1000 ft,
  power cost = $0.10/KWH



                                                        GLORIE A GE
                                                              T    OSCIENCE INC.
                                                                           ,
Other Considerations
 Well location
     Geohydrology
     Distance from pivot (pipeline friction loss)
  
      Elevation change to pivot


                                Note: All other factors held
                                Constant: Q = 500 gpm, Q/s
                                = 15 gpm/ft, pipe diameter =
                                6”, elevation change = 0, energy
                                Cost = $0.10/KWH




                                           GLORIE A GE
                                                 T    OSCIENCE INC.
                                                              ,
Other Considerations
 Pipeline sizes
     Properly sized pipes can significantly reduce
      friction loss/pumping costs


                                 Note: All other factors held
                                 Constant: Q = 500 gpm, Q/s
                                 = 15 gpm/ft, pipe length =
                                 1000’, elevation change = 0,
                                 Energy cost = $0.10/KWH




                                         GLORIE A GE
                                               T    OSCIENCE INC.
                                                            ,
Summary and Conclusions
   Significant operational cost savings (power, pump
    replacement) can be realized through properly:
      Selecting screen size/geometry
      Locating screened intervals
      Selecting filter pack size
      Developing the well
      Testing the well
      Maximizing pump efficiency
      Sizing pipelines
      Minimizing pipe runs where possible

                                         GLORIE A GE
                                               T    OSCIENCE INC.
                                                            ,
Questions?

   www.glorietageo.com
 lazarus@glorietageo.com
riesterer@glorietageo.com




                      GLORIE A GE
                            T    OSCIENCE INC.
                                         ,

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Design of High Capacity Energy Efficient Wells

  • 1. Design of High Capacity Energy Efficient Wells Jay Lazarus, Jim Riesterer, P.G. Glorieta Geoscience, Inc. PO Box 5727 Santa Fe NM 87502 www.glorietageo.com Waste to Worth Conference April 2-4, 2013 GLORIE A GE T OSCIENCE INC. ,
  • 2. Efficient Water Use At Dairies  Agriculture is the largest user of groundwater in the United States  Ground water at dairies used for cow drinking, milking parlor clean-up and crop irrigation is produced from wells that often are often improperly designed and completed.  Inefficient well design results in increased pumping costs and increases the frequency that wells and/or pumps have to be replaced.  Inefficient wells require significantly more energy to pump lesser amounts of water than properly designed wells.
  • 3. Well Drilling GLORIE A GE T OSCIENCE INC. ,
  • 4. Types of Wells  Domestic  Municipal  Commercial  Irrigation GLORIE A GE T OSCIENCE INC. ,
  • 5. Types of screen  Torch cut  Plasma cut  Saw cut (PVC)  Mill slot  Wire wrapped  Louvered Photo from johnsonscreens.com GLORIE A GE T OSCIENCE INC. ,
  • 6. Well Efficiency Inefficient well: Efficient well: •Limited open area •Maximize open area •Incorrect/no filter pack •Proper filter pack •Screens get dewatered •Screens are not dewatered •Pumps sand and/or air •Does not pump sand and/or air •Oversized pump motor •Properly sized pump motor •Artificially high total dynamic head •Minimizes total dynamic head
  • 7. Why is Well Efficiency Important?  Energy cost savings  An efficient, sand-free well will save a farmer significant money on energy costs to produce the water and the well and pump lifetime will be extended significantly. GLORIE A GE T OSCIENCE INC. ,
  • 8. When Does a Pump Fail?  When you need it the most…..  During the hottest time of the irrigation season…..  When the pump contractor is servicing a municipal well for a bigger client….. GLORIE A GE T OSCIENCE INC. ,
  • 9. Why Does a Pump Fail?  Old Age  Excessive sand production  Excessive drawdown  Water not cooling the pump effectively  Air entrainment  Cavitation  Other… GLORIE A GE T OSCIENCE INC. ,
  • 10. What Causes Sand Production?  Improper screen/filter pack sand sizes  Casing failure (bad welds, corrosion) GLORIE A GE T OSCIENCE INC. ,
  • 11. Screen Placement  Best production intervals  Allow sufficient water column above screen to prevent dewatering screens  Include margin for long-term drawdown GLORIE A GE T OSCIENCE INC. ,
  • 12. Well Screen Design  Slot size  Slot geometry Total open area  Filter pack  Sized in conjunction with sieve analysis of formation material and screen slot size  Increases hydraulic conductivity, reduces (eliminates) sand production GLORIE A GE T OSCIENCE INC. ,
  • 13. Well Development  Removes drilling fluid from filter pack and formation (increases production)  Removes fines from filter pack, properly grades filter pack and formation for long term sand-free production GLORIE A GE T OSCIENCE INC. , Photo from Driscoll, 1986
  • 14. Specific Capacity  Defined as production rate per unit of drawdown (Q/s)  Typically expressed as gpm/ft  The bigger the number the better the well  Allows well to be designed in a manner that will avoid dewatering screens  Often must estimate Q/s in design phase based on nearby wells or lithologic analogues  Confirm actual Q/s with test pump prior to selecting permanent pump GL IE A GE OR T OSCIENCE INC. ,
  • 15. Specific Capacity  Directly impacts pumping costs
  • 16. Maximizing Specific Capacity  Proper screen and filter pack selection  Proper screen locations  Proper well development  Up front costs associated with these items can easily be recouped in power savings and pump longevity GLORIE A GE T OSCIENCE INC. ,
  • 17. Maximizing Pump Efficiency  Must have good specific capacity (step drawdown) test at a minimum to select best pump for the job  Select permanent pump AFTER step test is conducted  Oversizing the pump requires choking back flow, creating artificial and unnecessary head (and increased pumping costs) GLORIE A GE T OSCIENCE INC. ,
  • 19. Using the Step Test Results
  • 21. Maximizing Pump Efficiency 800 80 ~71 % eff. 700 70 50 hp ~62 % eff. 600 60 40 hp 500 50 Assumed 400 30 hp 40 % n e y c ) ( Eff i 300 30 20 hp Step test m Result H D To d e n a c y ) ( f t i l 200 20 10 hp 100 10 0 0 0 100 200 300 400 500 600 Capacity (gpm) If pump is selected based on the assumed flow and head, the pump will be oversized and actual operation will be ~9% less efficient and discharge will have to be choked back creating an additional ~80 ft of artificial head.
  • 22. Maximizing Pump Efficiency  In our example*, a 9% reduction in pump efficiency and an extra 80 ft of head translates to a cost increase of approximately $9200/year for one pivot. *Q = 500 gpm, Q/s = 15 gpm/ft, Pipe diameter = 6”, pipe length = 1000 ft, power cost = $0.10/KWH GLORIE A GE T OSCIENCE INC. ,
  • 23. Other Considerations  Well location  Geohydrology  Distance from pivot (pipeline friction loss)  Elevation change to pivot Note: All other factors held Constant: Q = 500 gpm, Q/s = 15 gpm/ft, pipe diameter = 6”, elevation change = 0, energy Cost = $0.10/KWH GLORIE A GE T OSCIENCE INC. ,
  • 24. Other Considerations  Pipeline sizes  Properly sized pipes can significantly reduce friction loss/pumping costs Note: All other factors held Constant: Q = 500 gpm, Q/s = 15 gpm/ft, pipe length = 1000’, elevation change = 0, Energy cost = $0.10/KWH GLORIE A GE T OSCIENCE INC. ,
  • 25. Summary and Conclusions  Significant operational cost savings (power, pump replacement) can be realized through properly:  Selecting screen size/geometry  Locating screened intervals  Selecting filter pack size  Developing the well  Testing the well  Maximizing pump efficiency  Sizing pipelines  Minimizing pipe runs where possible GLORIE A GE T OSCIENCE INC. ,
  • 26. Questions? www.glorietageo.com lazarus@glorietageo.com riesterer@glorietageo.com GLORIE A GE T OSCIENCE INC. ,