Advanced & Emerging Topics
Subsurface thermal storage, hydrogen storage, carbon capture, pit lakes, and coastal MAR.
Subsurface Thermal Energy Storage (STES)
Store excess heat underground for seasonal use — integrates with geothermal and district heating systems:
Types of STES
- Borehole Thermal Energy Storage (BTES): Array of boreholes store heat in rock/soil — 10-100 GWh capacity
- Aquifer Thermal Energy Storage (ATES): Two wells — hot and cold — in same aquifer — cycle seasonally
- Combined ATES + heat pump: Moderate temperature storage with heat pump amplification
- Underground Thermal Energy Storage (UTES): Generic term covering all subsurface thermal storage
| Technology | Temperature | Capacity | Efficiency | Applications |
|---|---|---|---|---|
| BTES | 50-90°C | 10-100 GWh | 50-70% | District heating, industrial heat |
| ATES (high-T) | 60-90°C | 1-50 GWh | 60-80% | District heating, process heat |
| ATES (low-T) | 5-25°C | 0.5-10 GWh | 70-90% | Building heating/cooling |
| BTES + heat pump | 10-40°C | 1-20 GWh | 300-500% (COP) | Residential, commercial |
Underground Hydrogen Storage
Store green hydrogen in depleted reservoirs or salt caverns — emerging technology for energy storage:
Storage Options
- Salt caverns: Most suitable — impermeable rock salt, self-sealing, proven technology
- Depleted gas reservoirs: Existing infrastructure, proven geology — but gas contamination risk
- Aquifers: Most abundant — but microbial activity may consume hydrogen, water chemistry changes
- Abandoned mine shafts: Low-cost infrastructure — but limited capacity and containment concerns
Hydrogen in Aquifers
- Injectivity: Similar to natural gas — water-wet formation requires displacement
- Storage efficiency: 10-30% of pore volume — lower than gas storage due to water displacement
- Microbial consumption: Hydrogenotrophic microbes may consume 0.1-1% of stored hydrogen per year
- Geochemical reactions: H₂ reacts with minerals — can alter porosity and permeability
- Recovery rate: 60-80% — makeup injection needed to maintain cushion gas
Carbon Capture & Storage (CCS) in Saline Aquifers
Inject CO₂ into deep saline aquifers — largest potential for permanent carbon storage:
CCS Process
- Capture: Separate CO₂ from flue gas — post-combustion, pre-combustion, or oxy-fuel
- Transport: Pipeline or ship — supercritical CO₂ at >73 bar
- Injection: Deep well into saline aquifer — typically 800-2,500 m depth
- Storage: CO₂ trapped by structural, residual, solubility, and mineral trapping
M_CO₂ = A × h × φ × ρ_CO₂ × E
M_CO₂ = mass of CO₂ stored (tonnes), A = area (m²)
h = formation thickness (m), φ = porosity, ρ_CO₂ = density (kg/m³), E = efficiency factor (0.01-0.04)
Well Design for CCS
- Casing: Full-length steel casing — CO₂ is corrosive, requires corrosion-resistant alloys
- Cement: CO₂-resistant cement — standard Portland cement degrades in CO₂ environment
- Injection interval: Permeable zone below confining layer — maximizes storage security
- Monitoring: 4D seismic, pressure monitoring, groundwater sampling — verify containment
- Well integrity: Regular log surveillance — detect leaks early
Mining Pit Lakes
Post-mining groundwater rebound creates pit lakes — potential water resource or environmental liability:
- Formation: When mining ceases, groundwater rises and fills the pit — creates permanent water body
- Water quality: Often poor — acid mine drainage, heavy metals, high TDS
- Treatment options: Aeration, chemical treatment, constructed wetlands, blending with clean water
- Beneficial use: If treated — recreation, aquaculture, irrigation, industrial supply
- Management: Long-term monitoring required — water quality may change over decades
| Parameter | Typical Range | Treatment Needed |
|---|---|---|
| pH | 2.5-8.5 | Neutralization if <6 |
| Iron | 1-500 mg/L | Oxidation + settling if >1 mg/L |
| Sulfate | 200-10,000 mg/L | Lime or reverse osmosis |
| Metals (Cu, Zn, Pb) | 0.01-100 mg/L | Hydroxide precipitation |
| TDS | 500-50,000 mg/L | RO or blending |
Coastal Managed Aquifer Recharge
MAR in coastal settings specifically targets saltwater intrusion prevention and freshwater storage:
- Hydraulic barrier: Injection wells create freshwater ridge — prevents saltwater advance
- Extraction-injection cycle: Extract brackish water, treat, reinject as freshwater
- ASR for coastal areas: Inject during wet season, extract during dry — buffer against sea-level rise
- RBF near coast: River bank filtration induces freshwater flow toward coast — natural barrier
Design Considerations
- Freshwater-saltwater interface: Model using Ghyben-Herzberg — design injection to maintain interface
- Injection rate: Must exceed extraction rate — net positive freshwater balance
- Water quality: Pre-treat to prevent aquifer clogging and chemical reactions
- Monitoring: Network of piezometers and salinity sensors — track interface movement
- Climate adjustment: Account for sea-level rise — interface may advance 10-50 m per decade
As of 2024, there are 41 commercial CCS facilities operating worldwide, capturing 49 million tonnes CO₂/year. Saline aquifer storage accounts for 75% of storage capacity. The Sleipner project (Norway) has stored 1 Mt CO₂/year in a saline aquifer since 1996 — the world's first dedicated CCS operation.