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Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH,...

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Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply
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Page 1: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Water Well Design August 6, 2015AL/MS AWWA

Ralph Hayes, P.E., BCEEEngineering Director

MSDH, Bureau of Public Water Supply

Page 2: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Water Well Design

-Why drill a water well?-How to get started.-Where to drill a water well-Steps in drilling a water well

Page 3: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Why Drill a Water Well--usually when someone decides they need more

water, or a more dependable water supply.

Longer Run Times- if consistent run times of 12 hrs +

Average Well Life- if average well service life is high, expect failures to occur more frequently

Back up Supply- if lose water service, need supply to bring plant or factory down

Page 4: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

How to Get Started• MUST DETERMINE

-- How much water needed (maybe need 2 wells)-- Where is water needed (have it close to demand

point)- What quality? ( potable or process water)

Page 5: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

How to Get Started

• First Round Considerations

– -Once preliminary considerations are resolved, the investigation begins. The question now is, can you get the amount of water needed, delivered to where it is needed, in the quality needed.

Page 6: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

How to Get Started

• Resources to help determine the likely availability of water………..

• DEQ, with location can get other wells in area• Well Driller, can get specific data of existing

wells in area• MSDH, Bureau of Public Water Supply• USGS, or USGS Retired

Page 7: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

How likely is water available

• Take collected data, interpolate between wells to determine “expected” well depth, static water level, well yield.

Page 8: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Sample Example

• For this discussion, we will estimate the following parameters-

• --500’ to bottom of aquifer• --aquifer thickness is 60 feet• --pump rate needs to be 500 gpm

Page 9: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Test Hole

• A Test Hole is a pilot hole drilled to expected Total Depth (TD) of the well, expecting to penetrate the aquifer completely. Sand samples are collected and an e-log is run on the Test Hole.

• Sand Sample when analyzed, help determine the slot size of the well screen.

• E-log determines where the top and bottom of the screen begin and end.

Page 10: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Electric Log (E-Log)

Electric Log

Page 11: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

• E-log, marked up

Page 12: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Test Well

• A Test Well is a small diameter (4” -6”) well and screen, set in the “sands” seen from the e-log and a pump capable of pumping 100-200 gpm.

• The Test Well is set and developed and pumped until a representative sample is collected and tested.

Page 13: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Sample Test Well Results• 1

Page 14: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Test Well

• Pro- get good idea of water quality before making permanent well.

• Con- 20-40 feet of screen might not cover entire aquifer and water quality might be different in areas not screened

• Com- pump rate of 100-200 gpm usually significantly less that permanent pump rate,

• Chance of 500 gpm pump producing turbidity

Page 15: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Permanent Well

• Ream Test Hole and set & cement casing to top of water bearing sands.

• Under ream sand zone (below casing) and set screen/lap, gravel

Page 16: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Casing

• Have to determine if you want Foreign or Domestic Pipe, (foreign typically cheaper).

• Have to determine if you want Prime (w/mill certs) or Structural grade pipe, (Prime is more expensive).

• Determine is welded or threaded joints, welded is the standard.

• Specify pipe must have factory bevel, not torch cut

Page 17: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Setting Casing

• 1

Page 18: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Welding Casing

• 1

Page 19: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

2-Piece Well

Page 20: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

We Drawing• 1

Page 21: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Well Screen

• Typical well screen is referred to “Stainless Steel Wire Wrapped Rod Base Screen”

• Typical in 20’ or 10’ scetions• Slot size determined from info obtained in TH

Page 22: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Stainless Steel WW Rod Base

• 1

Page 23: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Drill Rigs

• 1

Page 24: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Drill Rig

24

Page 25: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Mud Pits, Mud Pump

• 1

Page 26: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Drill Rig

26

Page 27: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Finished Water Wells

• Various ages

Page 28: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

28

Page 29: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Well w/ Generator

• 1

Page 30: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Tight Location

• 1

Page 31: Water Well Design August 6, 2015 AL/MS AWWA Ralph Hayes, P.E., BCEE Engineering Director MSDH, Bureau of Public Water Supply.

Questions ?

• Ralph Hayes• [email protected]• 601-576-7518


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