Transcript

Why Desalination in El Paso?

John Balliew, P.E.Vice President

El Paso Water Utilities

Solution = Desalination Plant

??Issues

Technology

Water Resources and Drought

Unique Site Specific Conditions

Comfort Level

Cost of Supply

Technology

• Ongoing improvement in membranes• Substantial improvement in anti-scalants

especially to address silica• EPWU conducts long term pilot testing of

membranes and concentrate disposal technologies

Water Resources and Drought

• From 1967 through 1987 EPWU had excess production capacity and was drought proof

• By drought proof we mean in the event no surface water was available, sufficient groundwater was available to meet demand

• Between 1987 and 1997 EPWU lost 46 MGD of groundwater capacity due to brackish water intrusion

Decline due to brackish water

intrusion

Water Capacity

Brackish Groundwater Intrusion

1997-2002 OperationYellow = In service

Red = Out of Service

Airport Area

Lower Valley

Emergency Drought Supply

• After 10 years of drought in the Rio Grande Basin, projections for 2004 showed an 8MGD deficit in supply

• Due to distribution system constraints, the deficit would be focused in the Lower Valley

• An accelerated program for wellhead desalination was implemented in 2002 and 8MGD placed in service for 20042004

1997-2002 OperationYellow = In service

Red = Out of Service

Lower Valley

Lower Valley Wellhead Desalination

• 11 Wells• Skid-mounted RO unit at each well• Treat high salinity and high arsenic

Typical RO Unit

Need for Long Term Supply

• Fort Bliss forecasts 7.5 MGD of additional demand needed for base expansion– Desalination is the assumed solution

• To be near drought proof, EPWU needs 20 MGD additional water– Desalination is the assumed solution

• These needs were best suited to one treatment plant

Joint Desalination Facility (JDF)

• EPWU and Fort Bliss• Currently in production• Desalination Plant and some wells located on

Fort Bliss• Concentrate disposal by injection well

1997-2002 OperationYellow = In service

Red = Out of Service

Airport Area

Existing Airport wells (15)– 18.5 mgd

Blend wells (16)–New wells on Ft Bliss that blend with permeate–12 mgd

Desalination Concepts

• Existing wells 18.5 mgd• Blend wells 12.0 mgd• Total supply 30.5 mgd

• Concentrate (Disposal) 3.0 mgd• Project yield 27.5 mgd

• Ongoing work by Fort Bliss identified a potential formation suitable for deep well injection

• Following decision to collaborate, extensive testing confirmed injection as the least cost solution for concentrate

Unique Site-specific Conditions

Concentrate DisposalInjection Well

• Fort Bliss contracted for four test holes• EPWU contracted for pilot well• Application was made to TCEQ and approved• Three wells were constructed• Operation very successful thusfar

Injection Well Basics

• Approximately 4000 feet deep• Formation contains water about 8,300 mg/L

TDS at 160 degrees F• Very permeable• Defined and contained

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Cost of EPWU Water

Conclusions

• EPWU has addressed drought and salinity impacts to Lower Valley wells with wellhead RO units

• EPWU has moved from least expensive water supply to sources that are more expensive

Conclusions Continued

JDF represents opportunity:– Intercept brackish groundwater– Better utilization of local resources– Protect fresh groundwater areas for drought– Size of project translates to reduced costs

Questions?

John Balliew, P.E.Vice President

El Paso Water Utilities


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