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
| Metric | 2020 | 2050 | 2070 |
|---|---|---|---|
| Texas population | 29.7M | 47.3M | 55M+ |
| Municipal water demand | 5.1M AF | 7.8M AF | 9.4M AF |
| Existing supply (drought) | 16.8M AF | 14.2M AF | 13.8M AF |
| Supply-demand gap | 1.2M AF | 4.5M AF | 6.3M AF |
The gap grows from both directions: demand increases while existing supply decreases.
What the Base Backbone Provides
| Configuration | Capacity | Gap Reduction (2070) |
|---|---|---|
| Seawater desal only | 500,000 AF/year | 8% |
| + Brackish integration | 734,000 AF/year | 12% |
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 growthâthe fastest-growing and highest-value water use:
| Region | 2020 Demand | 2070 Demand | Growth |
|---|---|---|---|
| DFW (Region C) | 1.8M AF | 3.0M AF | +67% |
| Houston (Region H) | 1.5M AF | 2.2M AF | +47% |
| Austin (Region K) | 0.5M AF | 1.1M AF | +120% |
| San Antonio (Region L) | 0.6M AF | 1.0M AF | +67% |
| I-35 Corridor Total | 4.4M AF | 7.3M AF | +66% |
The I-35 corridorâprecisely where the Backbone deliversâaccounts 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 differentlyâwater moves through 5 hydraulically independent segments, “resting” in ASR buffers between segments.
| Design | How It Works | Capacity Implication |
|---|---|---|
| Linear pipeline | Continuous flow; constant velocity | Hits velocity limits quickly |
| Buffered network | Segmented flow; storage smoothing | Higher 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
| Design | Maximum Capacity | Limiting Factor |
|---|---|---|
| Linear (continuous flow) | ~290,000 AF/year | 8.0 fps velocity limit |
| Buffered network | ~500,000 AF/year | Desal 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:
| Configuration | Operating Mode | Total Capacity | Status |
|---|---|---|---|
| Both at optimal velocity | Energy-efficient | 600,000 AF/year | Normal operations |
| Both at moderate velocity | Balanced | 800,000 AF/year | High-demand periods |
| Both with buffer optimization | Maximum sustainable | 1,000,000 AF/year | Theoretical limit |
The dual-pipeline buffered network can sustainably deliver ~800,000-1,000,000 AF/yearâsignificantly 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 Expansion | Capacity Added | If Built With Dual Initially | If Added Later | Penalty 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 Factor | Built With Initial Project | Added Later |
|---|---|---|
| Trenching | Shared trench, one excavation | New excavation; traffic disruption |
| ROW expansion | Negotiated once; owners engaged | Renegotiation; potentially hostile |
| River/road crossings | Parallel bores in one project | Separate permits; new bore projects |
| Pump stations | Sites sized for expansion | Retrofit or new construction |
| Engineering/permitting | One EIS covers full build | New environmental review required |
| Mobilization | One contractor mobilization | Multiple mobilizations over decades |
| Inflation | Locked at current prices | 2-3% annual cost escalation |
Physical constraints still limit the proposed corridor:
| Constraint | Limitation |
|---|---|
| Urban pinch points | ROW cannot widen through developed areas |
| River crossings | Horizontal drilling limits parallel bores |
| Road/rail crossings | Permit limits per crossing location |
| Pump station sites | Footprint constraints at existing sites |
| Gulf Coast desal sites | Limited viable intake/outfall locations |
| Brine management capacity | Coastal 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 expansionâconstrained 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:
| Source | Entry Point | Pipeline Distance | Full-Pipeline Equivalent |
|---|---|---|---|
| Seawater desal | Gulf Coast | 420 miles | 100% |
| Gulf Coast brackish | Victoria | 350 miles | 83% |
| Carrizo-Wilcox | Gonzales | 280 miles | 67% |
| Edwards saline | San Antonio | 200 miles | 48% |
| Trinity | Waco/DFW | 50 miles | 12% |
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
| Component | Production | Pipeline Capacity Used |
|---|---|---|
| Seawater desal | 500,000 AF | 500,000 AF (full route) |
| Brackish (distributed) | 234,000 AF | ~150,000 AF (weighted) |
| Total Production | 734,000 AF | ~650,000 AF |
This fits within dual pipeline limits (580K AF max) because brackish sources are distributed along the route.
What This Means for Expansion
| Scenario | Throughput Needed | Pipeline Status | Corridor Status |
|---|---|---|---|
| 20% (400K AF) | ~350K AF | Single buffered pipeline | Well within capacity |
| 40% (800K AF) | ~650K AF | Dual pipeline (moderate) | Within capacity |
| 60% (1.2M AF) | ~900K+ AF | Dual pipeline (optimized) | Near dual-pipe limit |
| 80% (1.6M AF) | ~1.2M+ AF | Third pipeline required | Within corridor capacity |
| 100% (2.0M AF) | ~1.5M+ AF | Fourth pipeline required | Approaching 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
| Strategy | Statewide Potential (2070) | 80% Achievement | Corridor Share |
|---|---|---|---|
| Leak reduction | 400,000 AF | 320,000 AF | 240,000 AF |
| Fixture efficiency | 350,000 AF | 280,000 AF | 210,000 AF |
| Landscape conversion | 250,000 AF | 200,000 AF | 150,000 AF |
| Pricing/behavioral | 200,000 AF | 160,000 AF | 120,000 AF |
| Reuse expansion | 300,000 AF | 240,000 AF | 180,000 AF |
| Total | 1,500,000 AF | 1,200,000 AF | 900,000 AF |
The 80% Standard
Why 80%? It represents achievable targets without extraordinary measures:
| Achievement Level | Requires | Historical Precedent |
|---|---|---|
| 100% | Perfect execution; full funding | Rarely achieved |
| 80% | Strong programs; sustained effort | Austin, San Antonio approach this |
| 60% | Moderate programs; some gaps | Typical large utility |
| 40% | Minimal effort; funding constraints | Common in smaller systems |
Net Demand Growth After Conservation
| Factor | Volume |
|---|---|
| Corridor municipal demand growth (2020-2070) | +2,900,000 AF |
| Conservation offset (80% achievement) | â900,000 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
| Scenario | Target Capacity | Current Plan | Additional Needed |
|---|---|---|---|
| Base (current plan) | 734,000 AF | 734,000 AF | â |
| 20% of growth | 400,000 AF | (already met) | â |
| 40% of growth | 800,000 AF | 734,000 AF | 66,000 AF |
| 60% of growth | 1,200,000 AF | 734,000 AF | 466,000 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:
| Component | Capacity |
|---|---|
| Seawater desalination (ultimate) | 500,000 AF/year |
| Brackish integration (Phases 1-4) | 234,000 AF/year |
| Total | 734,000 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.
| Component | Capacity | Status |
|---|---|---|
| Seawater desalination | 500,000 AF | Current plan |
| Brackish integration | 234,000 AF | Current plan |
| Additional needed | 66,000 AF | New |
Options to close the 66,000 AF gap:
| Option | Capacity | Capital Cost | Notes |
|---|---|---|---|
| Carrizo-Wilcox expansion | 40,000 AF | $180M | Additional wells and treatment |
| Trinity expansion | 30,000 AF | $140M | DFW-local supply |
| Gulf Coast expansion | 30,000 AF | $120M | Near existing facilities |
Recommended 40% configuration:
| Source | Capacity |
|---|---|
| Seawater desal | 500,000 AF |
| Brackish (current plan) | 234,000 AF |
| Carrizo-Wilcox expansion | 40,000 AF |
| Trinity expansion | 30,000 AF |
| Total | 804,000 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.
| Component | Capacity | Status |
|---|---|---|
| Seawater desalination | 500,000 AF | Current plan |
| Brackish integration | 234,000 AF | Current plan |
| Additional needed | 466,000 AF | New |
Expansion strategy for 466,000 AF:
| Source | Additional Capacity | Capital Cost |
|---|---|---|
| Seawater desal expansion | 200,000 AF | $1.8B |
| Brackish expansion (all aquifers) | 120,000 AF | $550M |
| Produced water (Permian Phase 2) | 50,000 AF | $350M |
| Indirect potable reuse integration | 100,000 AF | $800M |
| Total additional | 470,000 AF | $3.5B |
Recommended 60% configuration:
| Source | Capacity | Notes |
|---|---|---|
| Seawater desal | 700,000 AF | Requires third desal facility |
| Brackish groundwater | 354,000 AF | Full aquifer development |
| Produced water | 50,000 AF | Permian Basin treatment |
| Indirect potable reuse | 100,000 AF | Regional reuse integration |
| Total | 1,204,000 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:
| Facility | Location | Capacity | Capital Cost | Timeline |
|---|---|---|---|---|
| Desal 2 (current plan) | Matagorda | 200 MGD | $2.5B | 2035 |
| Desal 3 | Calhoun County | 150 MGD | $1.8B | 2040 |
| Desal 4 | Brazoria County | 150 MGD | $1.8B | 2045 |
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:
| Aquifer | Current Plan | Expansion Potential | Capital Cost |
|---|---|---|---|
| Carrizo-Wilcox | 67,000 AF | +60,000 AF | $280M |
| Gulf Coast | 39,000 AF | +30,000 AF | $130M |
| Edwards saline | 22,000 AF | +15,000 AF | $90M |
| Trinity | 56,000 AF | +40,000 AF | $180M |
| Total | 184,000 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:
| Phase | Capacity | Capital Cost | Notes |
|---|---|---|---|
| Phase 4 (current plan) | 50,000 AF | $325M | Near oilfield treatment |
| Phase 5 expansion | 50,000 AF | $350M | Additional treatment capacity |
| Total potential | 100,000 AF | $675M | Requires Permian-DFW link |
Indirect Potable Reuse
Major utilities are developing reuse programs that could integrate with the Backbone:
| Utility | Program | Potential Integration |
|---|---|---|
| San Antonio (SAWS) | Recycled water expansion | 30,000 AF to Backbone ASR |
| Austin | Indirect reuse planning | 25,000 AF blending |
| DFW | Regional reuse coordination | 50,000 AF terminus integration |
Reuse integration requires:
- Treatment to potable standards
- Blending protocols with Backbone water
- Public acceptance programs
Investment Summary
Total Capital Requirements
| Scenario | Target | Total Investment | Beyond Current Plan |
|---|---|---|---|
| Base (current) | 734,000 AF | $13.9B | â |
| 40% of growth | 800,000 AF | $14.2B | $320M |
| 60% of growth | 1,200,000 AF | $17.4B | $3.5B |
Phased Investment Timeline
| Period | Capacity Target | Cumulative Investment |
|---|---|---|
| 2027-2035 | 500,000 AF (seawater) | $12.4B |
| 2033-2040 | 734,000 AF (+brackish) | $13.9B |
| 2038-2045 | 800,000 AF (40% scenario) | $14.2B |
| 2040-2050 | 1,200,000 AF (60% scenario) | $17.4B |
Cost-Effectiveness Comparison
| Scenario | Investment | Capacity | Cost per AF Capacity |
|---|---|---|---|
| Base seawater only | $12.4B | 500,000 AF | $24,800/AF |
| + Brackish | $13.9B | 734,000 AF | $18,900/AF |
| 40% expansion | $14.2B | 800,000 AF | $17,750/AF |
| 60% expansion | $17.4B | 1,200,000 AF | $14,500/AF |
The Remaining Gap
Even at 60% scenario (1.2M AF/year), Texas still faces a supply gap:
| Metric | 2070 Value |
|---|---|
| Net demand growth after conservation | 2.0M AF |
| Backbone system at 60% scenario | 1.2M AF |
| Remaining gap | 0.8M AF |
How is the remaining 40% addressed?
| Strategy | Contribution | Notes |
|---|---|---|
| Regional reservoir projects | 300,000 AF | Canyon, Marvin Nichols alternatives |
| Agricultural-to-municipal transfers | 200,000 AF | Market-based during drought |
| Additional local reuse | 200,000 AF | Beyond Backbone integration |
| Emergency demand reduction | 100,000 AF | Drought response protocols |
The Backbone system, even fully expanded, is not the sole solutionâbut it is the essential foundation that makes other strategies viable.
Key Findings
| Finding | Implication |
|---|---|
| Current plan (734K AF) meets 37% of net growth | Provides 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 infrastructure | Marginal costs decline with scale |
| Conservation at 80% is critical | Reduces required infrastructure by 900K AF |
The Path Forward
| Phase | Focus | Investment |
|---|---|---|
| 2025-2035 | Build base Backbone + brackish-ready | $13.9B |
| 2035-2045 | Brackish buildout; evaluate 40% expansion | $0.3B+ |
| 2045-2055 | 60% expansion based on demand | $3.2B+ |
| 2055-2070 | Optimization and regional integration | TBD |
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 whenâand the Backbone ensures Texas has the infrastructure to scale when the time comes.