The Growth Challenge

The Texas Water Backbone, even at ultimate capacity, represents a critical first step rather than a complete solution. Understanding the gap between what the Backbone provides and what Texas will need enables strategic planning for expansion.

The Numbers

Metric202020502070
Texas population29.7M47.3M55M+
Municipal water demand5.1M AF7.8M AF9.4M AF
Existing supply (drought)16.8M AF14.2M AF13.8M AF
Supply-demand gap1.2M AF4.5M AF6.3M AF

The gap grows from both directions: demand increases while existing supply decreases.

What the Base Backbone Provides

ConfigurationCapacityGap Reduction (2070)
Seawater desal only500,000 AF/year8%
+ Brackish integration734,000 AF/year12%

The base Backbone is essential but insufficient. It buys time and establishes infrastructure for expansion.

Municipal Demand Growth Focus

This analysis focuses on municipal demand growth—the fastest-growing and highest-value water use:

Region2020 Demand2070 DemandGrowth
DFW (Region C)1.8M AF3.0M AF+67%
Houston (Region H)1.5M AF2.2M AF+47%
Austin (Region K)0.5M AF1.1M AF+120%
San Antonio (Region L)0.6M AF1.0M AF+67%
I-35 Corridor Total4.4M AF7.3M AF+66%

The I-35 corridor—precisely where the Backbone delivers—accounts for the majority of municipal growth.

Pipeline Capacity Limits

Before exploring expansion scenarios, we must acknowledge physical constraints. However, it’s important to understand how the buffered network design changes the capacity equation compared to a traditional linear pipeline.

Linear vs. Buffered: Why It Matters

A traditional linear pipeline must maintain continuous flow velocity across its entire length. The buffered network proposed for the Backbone operates differently—water moves through 5 hydraulically independent segments, “resting” in ASR buffers between segments.

DesignHow It WorksCapacity Implication
Linear pipelineContinuous flow; constant velocityHits velocity limits quickly
Buffered networkSegmented flow; storage smoothingHigher effective throughput

Key insight: Buffers decouple capacity from velocity. The system can pump at optimal velocity most of the time, using buffer storage to handle peak demands rather than requiring sustained high-velocity flow.

Single Pipeline: Linear vs. Buffered Capacity

DesignMaximum CapacityLimiting Factor
Linear (continuous flow)~290,000 AF/year8.0 fps velocity limit
Buffered network~500,000 AF/yearDesal production + pump capacity

The buffered network can push 70% more water through the same pipe because:

  • Each segment operates at optimal (lower) velocity
  • Buffers absorb demand peaks without requiring velocity spikes
  • 24/7 steady pumping fills buffers during low-demand periods
  • Segments operate independently, avoiding system-wide hydraulic constraints

Dual Pipeline Buffered Network

With dual pipelines in the buffered configuration:

ConfigurationOperating ModeTotal CapacityStatus
Both at optimal velocityEnergy-efficient600,000 AF/yearNormal operations
Both at moderate velocityBalanced800,000 AF/yearHigh-demand periods
Both with buffer optimizationMaximum sustainable1,000,000 AF/yearTheoretical limit

The dual-pipeline buffered network can sustainably deliver ~800,000-1,000,000 AF/year—significantly more than a linear design’s ~580,000 AF/year limit.

Maximum Corridor Capacity

Could we add more pipelines to the proposed corridor? The 200-foot right-of-way was designed for dual pipelines, but with ROW expansion could accommodate more.

Starting from the recommended dual-pipeline baseline ($11.15B):

Future ExpansionCapacity AddedIf Built With Dual InitiallyIf Added LaterPenalty for Waiting
3rd pipeline+400,000-500,000 AF/year+$2.8B ($14.0B total)+$4.5B ($15.7B total)$1.7B
3rd + 4th pipelines+700,000-1,000,000 AF/year+$5.8B ($17.0B total)+$9.5B ($20.7B total)$3.7B

Why adding later costs more:

Cost FactorBuilt With Initial ProjectAdded Later
TrenchingShared trench, one excavationNew excavation; traffic disruption
ROW expansionNegotiated once; owners engagedRenegotiation; potentially hostile
River/road crossingsParallel bores in one projectSeparate permits; new bore projects
Pump stationsSites sized for expansionRetrofit or new construction
Engineering/permittingOne EIS covers full buildNew environmental review required
MobilizationOne contractor mobilizationMultiple mobilizations over decades
InflationLocked at current prices2-3% annual cost escalation
The lesson for policymakers: Building the dual pipeline now instead of a single pipe saves $2.45B vs. adding the second pipe later. The same principle applies to future expansion—if Texas anticipates eventually needing 3 or 4 pipelines, building them with the initial project saves $1.7-3.7B compared to sequential construction. The Backbone's value as foundational infrastructure increases when designed for expansion from the start.

Physical constraints still limit the proposed corridor:

ConstraintLimitation
Urban pinch pointsROW cannot widen through developed areas
River crossingsHorizontal drilling limits parallel bores
Road/rail crossingsPermit limits per crossing location
Pump station sitesFootprint constraints at existing sites
Gulf Coast desal sitesLimited viable intake/outfall locations
Brine management capacityCoastal processor intake + EPA residual discharge limits

Even with the buffered network’s efficiency gains, the corridor has an absolute ceiling of approximately 1.5-2.0 million AF/year with maximum pipeline expansion—constrained as much by source production as by pipeline hydraulics.

Why Brackish Integration Helps

Brackish facilities inject water at points along the corridor, not at the coast. This water doesn’t require full 420-mile transmission:

SourceEntry PointPipeline DistanceFull-Pipeline Equivalent
Seawater desalGulf Coast420 miles100%
Gulf Coast brackishVictoria350 miles83%
Carrizo-WilcoxGonzales280 miles67%
Edwards salineSan Antonio200 miles48%
TrinityWaco/DFW50 miles12%

Distributed sources reduce pipeline bottleneck pressure. The 234,000 AF of brackish water requires only ~150,000 AF-equivalent of pipeline capacity.

Effective Corridor Capacity

ComponentProductionPipeline Capacity Used
Seawater desal500,000 AF500,000 AF (full route)
Brackish (distributed)234,000 AF~150,000 AF (weighted)
Total Production734,000 AF~650,000 AF

This fits within dual pipeline limits (580K AF max) because brackish sources are distributed along the route.

Critical constraint: The proposed corridor has an absolute maximum capacity of ~1.5-2.0 million AF/year with 4 parallel pipelines, limited primarily by Gulf Coast desalination production and coastal brine processing capacity rather than pipeline hydraulics.

What This Means for Expansion

ScenarioThroughput NeededPipeline StatusCorridor Status
20% (400K AF)~350K AFSingle buffered pipelineWell within capacity
40% (800K AF)~650K AFDual pipeline (moderate)Within capacity
60% (1.2M AF)~900K+ AFDual pipeline (optimized)Near dual-pipe limit
80% (1.6M AF)~1.2M+ AFThird pipeline requiredWithin corridor capacity
100% (2.0M AF)~1.5M+ AFFourth pipeline requiredApproaching corridor limit

The buffered network significantly extends what the corridor can deliver. However, even at maximum build-out (~1.5-2.0M AF/year), the corridor addresses only 25-32% of the projected 6.3M AF gap.

For a deeper analysis of why Texas cannot build its way out of the water crisis, see The Math.

Conservation Foundation

Before calculating infrastructure needs, this analysis assumes municipalities achieve 80% of their State Water Plan conservation targets.

Conservation Contribution

StrategyStatewide Potential (2070)80% AchievementCorridor Share
Leak reduction400,000 AF320,000 AF240,000 AF
Fixture efficiency350,000 AF280,000 AF210,000 AF
Landscape conversion250,000 AF200,000 AF150,000 AF
Pricing/behavioral200,000 AF160,000 AF120,000 AF
Reuse expansion300,000 AF240,000 AF180,000 AF
Total1,500,000 AF1,200,000 AF900,000 AF

The 80% Standard

Why 80%? It represents achievable targets without extraordinary measures:

Achievement LevelRequiresHistorical Precedent
100%Perfect execution; full fundingRarely achieved
80%Strong programs; sustained effortAustin, San Antonio approach this
60%Moderate programs; some gapsTypical large utility
40%Minimal effort; funding constraintsCommon in smaller systems
Conservation as foundation: Each acre-foot conserved is an acre-foot that doesn't need to be produced, treated, or transported. Conservation at 80% effectively reduces the supply gap by 900,000 AF/year in the Backbone corridor.

Net Demand Growth After Conservation

FactorVolume
Corridor municipal demand growth (2020-2070)+2,900,000 AF
Conservation offset (80% achievement)−900,000 AF
Net demand growth to address+2,000,000 AF

Expansion Scenarios

With net demand growth of 2.0M AF/year, what infrastructure is needed to meet 20%, 40%, and 60%?

Scenario Summary

ScenarioTarget CapacityCurrent PlanAdditional Needed
Base (current plan)734,000 AF734,000 AF—
20% of growth400,000 AF(already met)—
40% of growth800,000 AF734,000 AF66,000 AF
60% of growth1,200,000 AF734,000 AF466,000 AF

The current plan with brackish integration already exceeds 20% of net growth. Scaling to 40% and 60% requires strategic expansion.


20% Scenario: Already Achievable

The fully-built Backbone with brackish integration meets this target:

ComponentCapacity
Seawater desalination (ultimate)500,000 AF/year
Brackish integration (Phases 1-4)234,000 AF/year
Total734,000 AF/year

Investment: $13.9B (base Backbone + brackish)

Status: Covered by current planning documents.


40% Scenario: 800,000 AF/year

Meeting 40% of net demand growth requires modest expansion beyond current plans.

ComponentCapacityStatus
Seawater desalination500,000 AFCurrent plan
Brackish integration234,000 AFCurrent plan
Additional needed66,000 AFNew

Options to close the 66,000 AF gap:

OptionCapacityCapital CostNotes
Carrizo-Wilcox expansion40,000 AF$180MAdditional wells and treatment
Trinity expansion30,000 AF$140MDFW-local supply
Gulf Coast expansion30,000 AF$120MNear existing facilities

Recommended 40% configuration:

SourceCapacity
Seawater desal500,000 AF
Brackish (current plan)234,000 AF
Carrizo-Wilcox expansion40,000 AF
Trinity expansion30,000 AF
Total804,000 AF

Additional investment beyond current plan: ~$320M Total investment (40% scenario): ~$14.2B


60% Scenario: 1,200,000 AF/year

Meeting 60% of net demand growth requires substantial expansion across multiple sources.

ComponentCapacityStatus
Seawater desalination500,000 AFCurrent plan
Brackish integration234,000 AFCurrent plan
Additional needed466,000 AFNew

Expansion strategy for 466,000 AF:

SourceAdditional CapacityCapital Cost
Seawater desal expansion200,000 AF$1.8B
Brackish expansion (all aquifers)120,000 AF$550M
Produced water (Permian Phase 2)50,000 AF$350M
Indirect potable reuse integration100,000 AF$800M
Total additional470,000 AF$3.5B

Recommended 60% configuration:

SourceCapacityNotes
Seawater desal700,000 AFRequires third desal facility
Brackish groundwater354,000 AFFull aquifer development
Produced water50,000 AFPermian Basin treatment
Indirect potable reuse100,000 AFRegional reuse integration
Total1,204,000 AF

Additional investment beyond current plan: ~$3.5B Total investment (60% scenario): ~$17.4B

Source Options

Additional Seawater Desalination

The Gulf Coast has capacity for additional facilities:

FacilityLocationCapacityCapital CostTimeline
Desal 2 (current plan)Matagorda200 MGD$2.5B2035
Desal 3Calhoun County150 MGD$1.8B2040
Desal 4Brazoria County150 MGD$1.8B2045

Ultimate seawater capacity: 500 MGD (560,000 AF/year) with current plan; expandable to 900+ MGD with additional facilities.

Expanded Brackish Development

Beyond current plan, additional brackish capacity exists:

AquiferCurrent PlanExpansion PotentialCapital Cost
Carrizo-Wilcox67,000 AF+60,000 AF$280M
Gulf Coast39,000 AF+30,000 AF$130M
Edwards saline22,000 AF+15,000 AF$90M
Trinity56,000 AF+40,000 AF$180M
Total184,000 AF+145,000 AF$680M

Produced Water Treatment

The Permian Basin generates 1+ billion gallons/day of produced water. Even modest capture creates significant supply:

PhaseCapacityCapital CostNotes
Phase 4 (current plan)50,000 AF$325MNear oilfield treatment
Phase 5 expansion50,000 AF$350MAdditional treatment capacity
Total potential100,000 AF$675MRequires Permian-DFW link

Indirect Potable Reuse

Major utilities are developing reuse programs that could integrate with the Backbone:

UtilityProgramPotential Integration
San Antonio (SAWS)Recycled water expansion30,000 AF to Backbone ASR
AustinIndirect reuse planning25,000 AF blending
DFWRegional reuse coordination50,000 AF terminus integration

Reuse integration requires:

  • Treatment to potable standards
  • Blending protocols with Backbone water
  • Public acceptance programs

Investment Summary

Total Capital Requirements

ScenarioTargetTotal InvestmentBeyond Current Plan
Base (current)734,000 AF$13.9B—
40% of growth800,000 AF$14.2B$320M
60% of growth1,200,000 AF$17.4B$3.5B

Phased Investment Timeline

PeriodCapacity TargetCumulative Investment
2027-2035500,000 AF (seawater)$12.4B
2033-2040734,000 AF (+brackish)$13.9B
2038-2045800,000 AF (40% scenario)$14.2B
2040-20501,200,000 AF (60% scenario)$17.4B

Cost-Effectiveness Comparison

ScenarioInvestmentCapacityCost per AF Capacity
Base seawater only$12.4B500,000 AF$24,800/AF
+ Brackish$13.9B734,000 AF$18,900/AF
40% expansion$14.2B800,000 AF$17,750/AF
60% expansion$17.4B1,200,000 AF$14,500/AF
Economies of scale: Each expansion phase reduces the marginal cost per acre-foot because it leverages existing pipeline, buffer, and corridor infrastructure.

The Remaining Gap

Even at 60% scenario (1.2M AF/year), Texas still faces a supply gap:

Metric2070 Value
Net demand growth after conservation2.0M AF
Backbone system at 60% scenario1.2M AF
Remaining gap0.8M AF

How is the remaining 40% addressed?

StrategyContributionNotes
Regional reservoir projects300,000 AFCanyon, Marvin Nichols alternatives
Agricultural-to-municipal transfers200,000 AFMarket-based during drought
Additional local reuse200,000 AFBeyond Backbone integration
Emergency demand reduction100,000 AFDrought response protocols

The Backbone system, even fully expanded, is not the sole solution—but it is the essential foundation that makes other strategies viable.

Key Findings

FindingImplication
Current plan (734K AF) meets 37% of net growthProvides critical foundation
40% scenario requires modest expansion (+$320M)Achievable with current approach
60% scenario requires significant investment (+$3.5B)Long-term commitment needed
Each expansion builds on existing infrastructureMarginal costs decline with scale
Conservation at 80% is criticalReduces required infrastructure by 900K AF

The Path Forward

PhaseFocusInvestment
2025-2035Build base Backbone + brackish-ready$13.9B
2035-2045Brackish buildout; evaluate 40% expansion$0.3B+
2045-205560% expansion based on demand$3.2B+
2055-2070Optimization and regional integrationTBD

The Backbone architecture is designed for expansion. Each buffer, each connection stub, each power tap creates optionality for future capacity additions.

The question is not whether to build expansion capacity, but when—and the Backbone ensures Texas has the infrastructure to scale when the time comes.

Explore the Base System

Understand the foundational Backbone infrastructure these expansions build upon.

View The Solution