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Open Circuit Cooling Towers: Principles, Design, Applications & Maintenance

Fangnuo Heat Transfer System (Jiangsu) Co., Ltd. 2025.10.14
Fangnuo Heat Transfer System (Jiangsu) Co., Ltd. Industry News

Content

1. Fundamentals of Open Circuit Cooling Towers

1.1 What are open circuit cooling towers?

An open circuit cooling tower is a heat-rejection device in which warm process or condenser water is exposed directly to ambient air so a small portion of the water evaporates, removing heat from the remaining bulk water. In an open (a.k.a. wet) tower the circulating water is distributed over a large surface area—typically a packed fill—so that intimate contact with an air stream can maximize evaporative heat transfer. The cooled water collects in a cold-water basin and is returned to the process, while a controlled amount of makeup water and blowdown maintain concentration cycles.

1.2 Key physical characteristics

  • Water is directly exposed to air (open circuit), as opposed to closed-loop systems where fluid is confined inside coils.
  • Heat removal is achieved largely by evaporation; sensible cooling occurs as air convects heat away from water film and droplets.
  • Typical field components include the hot-water inlet/header, distribution nozzles, fill media, drift eliminators, fans or natural draft structure, and the cold-water basin.

1.3 Basic working principle (step-by-step)

  • Warm return water from the process enters the tower and is sprayed or distributed uniformly over the fill.
  • Ambient air flows through the fill (induced, forced, or natural draft) and contacts the water, causing evaporation of a small fraction of the water mass.
  • Evaporation removes latent heat; convective heat transfer and sensible cooling of the remaining water continue as air and water exchange energy.
  • Cooled water collects in the basin and is pumped back to the process; evaporative losses are replaced via makeup water and excess dissolved solids are controlled by blowdown.

1.4 Why open circuit towers are important in industrial cooling

Open circuit towers are widely used because they provide an efficient, compact, and relatively low-cost method to dissipate large heat loads to the atmosphere. By leveraging evaporative cooling, towers can achieve outlet temperatures close to the ambient wet-bulb temperature, enabling lower condenser pressures in thermal systems, improved compressor efficiency in chillers, and stable temperature control for process equipment. Their modularity and scalability make them suitable across power plants, chemical processing, HVAC central plants, and manufacturing.

1.5Primary operational benefits

  • High heat-rejection capacity per unit footprint compared with many air-cooled alternatives.
  • Ability to bring circulating water temperatures within a few degrees of ambient wet-bulb temperature, improving overall plant thermodynamic performance.
  • Simple hydraulic and mechanical components that allow straightforward maintenance and staged capacity control (e.g., cell-by-cell operation).

1.6 Key terms and metrics to evaluate tower performance

Term Definition / Practical meaning
Range Difference between hot-water inlet temperature and cold-water outlet temperature (hot − cold). Indicates how much temperature drop the tower provides.
Approach Difference between cold-water temperature and ambient wet-bulb temperature (cold − wet-bulb). A smaller approach means the tower cools closer to the theoretical evaporative limit.
Drift Liquid droplets entrained in the discharge air. Drift elimination is essential to minimize water loss and potential contamination downwind.
Blowdown Portion of circulating water purposely discharged to control dissolved solids concentration; balances makeup water and evaporation losses.

1.7 Practical performance notes

  • Design approach typically determines achievable cold-water temperature; a well-designed industrial open tower often targets approach values in the low single-digit Celsius range, depending on wet-bulb conditions and fill efficiency.
  • Tower effectiveness is strongly affected by distribution uniformity, fill type (film vs. splash), air-to-water ratio, and maintenance of clean heat-transfer surfaces.
  • Operational trade-offs include water consumption (evaporation + drift + blowdown) versus energy savings achieved through improved heat rejection.

2. Principles of Operation

2.1 Evaporative Cooling Process

Open circuit cooling towers remove process heat primarily through evaporative cooling: warm process water is distributed over the tower’s fill media to create a large wetted surface area, and air is drawn or forced through that wetted media so a small portion of the water evaporates. The latent heat required for phase change is taken from the bulk water, lowering its temperature. Because evaporation extracts energy far more efficiently than sensible cooling alone, a small mass of water evaporated can cool a much larger mass of water by several degrees Celsius. Key operating variables controlling the process are the inlet water temperature, the wet-bulb temperature of the entering air, the contact time in the fill, and the water-to-air mass flow ratio.

2.2Heat Transfer Mechanisms

Three physical mechanisms act together in an open circuit tower: evaporation (latent heat transfer), convection (sensible heat transfer between water film and moving air), and conduction (through thin liquid and solid media surfaces). In practice, evaporation dominates the cooling effect; sensible (convective) heat transfer contributes but to a lesser extent, and conductive transfer across thin boundary layers is minor. Understanding the relative roles of these mechanisms helps in selecting fill type, fan capacity, and approach temperature targets.

2.3 Comparison of mechanisms

Mechanism Physical process Typical role
Evaporation (latent) Phase change of liquid water to vapor removes latent heat. Primary; majority of temperature drop.
Convection (sensible) Heat transfer between water film and moving air without phase change. Secondary; complements evaporation, especially at low evaporation rates.
Conduction Thermal conduction through thin water films and fill material. Minor; influences local temperature gradients.

2.4 Key Components

An open circuit tower achieves effective heat transfer through a coordinated set of components: the water distribution system that evenly spreads influent water, the fill media that increases contact area and residence time, the airflow system (fan and louvers) that provides the driving air stream, drift eliminators that limit water carryover, and the cold-water basin that collects cooled water for return to the process. Each component’s design and condition directly affect thermal performance, water quality, and operating costs.

2.5 Water distribution system

  • Type: basins with gravity nozzles, pressurized spray nozzles, or trough-and-splash systems; selection affects droplet size and uniformity.
  • Uniformity: even flow across the fill is critical—maldistribution creates hot spots and reduces overall cooling capacity.
  • Maintenance: nozzles can clog from particulates or biological growth, so access and cleaning provisions are essential.

2.6 Fill media (wet surface area)

  • Types: splash fill (breaks water into droplets) and film fill (spreads water into thin films). Film fill offers higher heat transfer per unit volume but is more sensitive to fouling.
  • Material: PVC, PP, or wood-based materials—PVC offers good thermal performance and corrosion resistance but must be chosen to resist site chemical exposure and temperatures.
  • Design trade-offs: denser fills increase cooling and reduce required airflow but raise pressure drop and make cleaning harder.

2.7 Air movement system (fans and louvers)

  • Fan types: axial fans are common for large induced-draft towers; centrifugal fans are used where higher static pressure is required.
  • Induced vs. forced draft: induced-draft (fans exhaust air out) generally gives better plume dispersion and control; forced-draft places fans at air inlet and can introduce recirculation risks.
  • Controls: VFDs (variable-frequency drives) allow fan speed modulation for energy savings and process control; proper sequencing prevents excessive drift and noise.

2.8 Basins, drift eliminators and make-up systems

  • Cold-water basin: sized to provide adequate storage, allow debris settling, and accommodate pump suction requirements; low water level alarms and sumps reduce pump damage risk.
  • Drift eliminators: engineered blades or chevrons capture entrained droplets—properly specified drift eliminators reduce water loss and environmental impact.
  • Make-up and blowdown: make-up compensates for evaporation and drift losses; controlled blowdown maintains cycles of concentration to limit scale and corrosion while minimizing water waste.

2.9 Performance parameters to monitor

  • Approach temperature: the difference between cooled water temperature and ambient wet-bulb temperature—smaller approaches indicate higher tower effectiveness.
  • Range: temperature drop across the tower (hot water in minus cold water out) used to size pumps and verify heat rejection.
  • Cycles of concentration: ratio of dissolved solids in the circulating water relative to make-up water—controls blowdown scheduling and water treatment dosing.

3. Design and Construction Factors

3.1 Types of Open Circuit Cooling Towers

3.1.1 Counterflow Towers

Counterflow towers orient the air flow vertically upward while water descends through the fill media. This configuration typically offers a smaller plan footprint for a given capacity because the airflow and water paths overlap in a compact vertical stack. Counterflow designs allow tighter heat transfer control, reduce the chance of water bypassing fill, and are often selected where plot area is limited or where higher approach temperatures are required. Typical construction features include vertical fan stack, deeper fill depths for higher thermal effectiveness, and a water distribution system located above the fill.

3.1.2 Crossflow Towers

Crossflow towers direct air horizontally through the fill while water flows vertically downward. This makes access to fill and internal components easier for inspection and maintenance because the water distribution basin is typically open and visible. Crossflow towers generally have lower fan power for the same airflow because the fan discharge path is less constrained, and they can be simpler to service. However, they usually require a larger plan area and can be more sensitive to wind effects if not properly screened.

3.2 Material Selection

Material choice affects durability, corrosion resistance, weight, and capital/maintenance cost. Selection should consider water chemistry, ambient environment (coastal, industrial, inland), mechanical loading, and expected design life. Below is a concise comparison of common materials and typical trade-offs.

Material Typical Use Advantages Limitations
Fiberglass Reinforced Plastic (FRP) Factory-built, modular towers Lightweight, corrosion-resistant, low maintenance Lower structural stiffness; UV and thermal effects require quality resins/coatings
Stainless Steel (304/316) Wet basins, structural members in corrosive environments Excellent corrosion resistance, long life High cost, may require cathodic protection in extreme chloride environments
Galvanized or Painted Carbon Steel Economical structural frames, ducting Lower initial cost, good strength Corrodes without proper coatings and water chemistry control; higher maintenance
Concrete Large field-erected basins and cells Very durable, good for heavy duty installations, fire resistant High initial cost, long construction time, can crack if not properly detailed

Additional material considerations include selection of drift eliminators (typically PVC or similar), fill media materials (PVC or film/splash media options), and fasteners (stainless or coated to match structure). Coatings, sacrificial anodes, or impressed current cathodic protection may be specified where water chemistry or atmospheric salts accelerate corrosion.

3.3 Sizing and Capacity

3.3.1 Thermal Design Terms and Targets

Key thermal parameters used in sizing are: cooling load (Q, typically in kW or MBH), range (temperature drop of process water through the tower), and approach (difference between cold-water temperature leaving the tower and the ambient wet-bulb temperature). Designers set a target approach and range; smaller approaches require larger tower surface area, deeper fill, and/or more airflow.

3.3.2 Step-by-Step Sizing Checklist

  • Calculate heat load: Q = ṁ × Cp × ΔT (where ṁ is mass flow of water, Cp is specific heat ≈ 4.18 kJ/kg·°C, ΔT is temperature change desired).
  • Select desired range (ΔTwater) and approach (Tcold − Twet-bulb). These drive required heat transfer surface and air flow.
  • Estimate required airflow using tower performance curves (manufacturer data) for the selected approach/range at site wet-bulb.
  • Determine fill area and depth from performance charts or vendor-specified fill heat transfer coefficients (higher fill surface area reduces required airflow).
  • Check mechanical limits: fan horsepower, motor selection, drift loss, and pump head for water circulation.
  • Verify structural design for live loads, wind, seismic, and maintenance access.

3.3.3 Mechanical and Hydraulic Considerations

Practical sizing must also address hydraulic balance (nozzle sizing, basin overflow, makeup water routing), L/G ratio (liquid-to-gas mass ratio which influences heat and mass transfer efficiency), and fan selection. Fans are sized to deliver the design airflow at the total external static pressure (including inlet screens, fill resistance, and outlet losses); fan power typically scales with the cube of fan speed so small changes in operating point can have large power impacts. Pump selection must provide the circulation rate with sufficient head to overcome distribution and piping losses while avoiding excessive velocity through the fill that could entrain air.

3.3.4 Practical Design Notes

  • Allow for fouling and biological growth in initial sizing by specifying slightly higher capacity or easier-to-clean fill types.
  • Specify access platforms and removable panels for fill and drift eliminator replacement—this reduces downtime and lifecycle cost.
  • Consider modular vs field-erected construction: modular (factory-built) units are faster to install; field-erected concrete cells are better for very large capacities and heavy-duty service.
  • Account for seasonal wet-bulb variations in performance: design to meet worst-case wet-bulb if continuous minimum temperature is required.

4. Performance Benefits and Limitations

4.1 Advantages

Open circuit cooling towers provide several operational and economic benefits that make them a common choice for industrial and commercial cooling. The following subsections break down the most significant advantages and the specific performance characteristics that create value for facility operators.

4.1.1 High cooling efficiency through evaporative heat transfer

Because open circuit towers rely on evaporative cooling, a relatively small mass of water evaporation removes a large amount of sensible and latent heat. This process enables the cooling of condenser or process water close to ambient wet-bulb temperature, often providing better approach temperatures than dry-air-only systems for the same energy input.

4.1.2 Lower initial capital cost and simpler mechanical systems

Open circuit towers typically have lower capital cost per ton of cooling compared with complex closed-loop or refrigerant-based systems. Mechanical simplicity — fewer heat exchangers and no compressors — reduces upfront procurement and installation complexity, and often lowers spare-parts inventories.

4.1.3 Flexible scalability and modular deployment

Towers can be added modularly to match incremental load growth. Standardized cells or cells of varying capacity allow staged expansions, which helps match capital expenditure to actual demand and reduces the risk of under- or over-sizing.

Feature Benefit Operational impact
Evaporative cooling High heat rejection per unit water Improved approach temperatures; reduced chiller/boiler load
Simple mechanical layout Lower capital and maintenance complexity Faster installation and easier repairs
Modular cells Scalable capacity Flexibility to phase investments

4.2 Disadvantages

Open circuit towers also introduce operational constraints and environmental challenges. The subsections below explain the key limitations and how they typically affect system design and ongoing costs.

4.2.1 High water consumption and blowdown requirements

Continuous evaporation means makeup water is required to replace what is lost. Additionally, periodic blowdown is necessary to control cycles of concentration and prevent scale. These factors increase freshwater demand and can raise utility costs in regions where water is scarce or expensive.

4.2.2 Plume formation and drift (visible and airborne droplets)

Evaporation can produce visible plumes at low ambient temperatures or high humidity; unmitigated plume may affect nearby operations or visibility. Drift (small droplets entrained in the exhaust air) can deposit dissolved solids onto adjacent equipment or land if drift eliminators are inadequate.

4.2.3 Intensive water treatment and biological control

Open water circuits are susceptible to scale, corrosion, and biological growth (including Legionella risk). Effective chemical treatment programs—biocides, scale inhibitors, corrosion inhibitors—and filtration are required, increasing O&M complexity and ongoing chemical costs.

4.2.4 Performance sensitivity to ambient conditions

Because tower approach temperature is tied to wet-bulb temperature, performance varies with humidity and ambient conditions. In hot, humid climates the achievable outlet water temperature rises and cooling capacity falls, potentially requiring oversizing or supplemental cooling.

  • Mitigation strategies (design/operational): implement drift eliminators, use high-efficiency fills, optimize cycles of concentration, and specify materials resistant to local water chemistry.
  • Lifecycle cost considerations: while capital cost may be lower, water and chemical treatment costs, plus potential regulatory compliance expenses, can increase total cost of ownership over time.
  • Site planning impacts: setback requirements, plume dispersion studies, and noise mitigation must be considered early in design to minimize community and operational impacts.

5. Industrial and Commercial Applications

5.1 Power Generation

5.1.1 Typical role in power plants

Open circuit cooling towers remove heat from steam-cycle condensers or auxiliary cooling circuits by evaporative cooling of condenser circulating water. In a thermal or combined-cycle power plant the cooling tower receives warm condenser water (often 30–40°C above ambient wet-bulb depending on plant design) and returns cooled water to the condenser to maintain vacuum and turbine efficiency. Towers in this sector are typically large, operate continuously, and are designed for very high flows (thousands to tens of thousands of m³/h) with tight approach temperatures to maximize plant output.

5.1.2 Design and selection considerations

  • Capacity & flow matching — select tower surface area, fill type, and fan/pump capacity to meet condenser heat rejection (MW) and required approach temperature under worst-case ambient wet-bulb conditions.
  • Materials and corrosion control — use stainless steel, FRP, or coated metals where condenser water chemistry and drift carryover increase corrosion risk.
  • Redundancy & outage planning — provide N+1 fans or parallel cells so the plant can maintain cooling during maintenance or fan failure without forced derating.
  • Plume and plume abatement — consider drift eliminators and plume suppression systems for cold climates or plants located near airports or populated areas.

5.1.3 Typical operating parameters and monitoring

Key parameters include hot-water temperature entering the tower, cold-water return temperature, approach (difference between cold-water temp and ambient wet-bulb), cycles of concentration, and drift rate. Continuous monitoring of basin conductivity, pH, and differential fan vibration is common; thermal performance is verified with regular wet-bulb-corrected heat balance checks to detect fouling or degraded fill performance.

Parameter Typical range (large power plant) Design implication
Flow rate 10,000–100,000 m³/h Large cells, multiple fans, heavy-duty pumps
Approach 3–8°C Higher thermal performance => larger fill area
Cycles of concentration 3–8 Drift and blowdown control; water treatment needs

5.2 HVAC Systems (Large-scale air conditioning)

5.2.1 Role in commercial HVAC

In large commercial buildings, campuses, hospitals, and malls, open circuit cooling towers reject heat from chilled-water plant condensers. Towers deliver cooled condenser water (commonly 25–35°C return to chillers) enabling efficient chiller operation. Systems are sized for daily peak cooling loads and seasonal variations, with emphasis on noise control, footprint, and water-conservation strategies in urban sites.

5.2.2 Operational priorities and controls

  • Noise attenuation — fan selection, inlet louvres, and acoustic barriers to meet urban sound limits.
  • Variable-speed drives — VFDs on fans reduce energy use during part-load operation and help control approach temperatures precisely.
  • Water reuse & make-up management — integrate condensate or reclaimed water where allowed; optimize cycles of concentration to reduce blowdown.

5.2.3 Typical problems and mitigation in HVAC applications

Common issues include biological fouling (legionella risk), scale formation from hard makeup water, and reduced performance due to debris or seasonal pollen. Mitigation includes robust water treatment programs, screened basins, seasonal inspections, and implementing automated chemical feed and monitoring systems to keep cycles of concentration and microbial counts within safe limits.

5.3 Industrial Processes

5.3.1 Typical industrial uses

Open circuit cooling towers support process cooling in chemical plants, refineries, food-and-beverage manufacturing, and metal finishing. They cool process water, quench streams, and provide service water for heat exchangers. Requirements vary widely: some processes demand low-turbidity, low-mineral content water; others tolerate higher fouling loads but require chemical compatibility and strict contamination controls.

5.3.2 Application-specific design factors

  • Water quality constraints — certain processes require demineralized or softened makeup or isolation from tower water via heat exchangers to prevent contamination.
  • Fouling and solids handling — industries with particulate loads need drift eliminators, coarse screens, and accessible basins for solids removal and more frequent blowdown.
  • Chemical compatibility — select construction materials and treatment chemicals that are compatible with both the process and cooling system chemistries.
  • Safety and emissions — in flammable or toxic environments, towers must be sited, vented, and designed to prevent vapor carryover and to allow safe access for maintenance.

5.3.3 Example: cooling tower integration in a refinery

In a refinery, multiple process units may share a common cooling water system with several cells of large open circuit towers. The plant design typically segregates critical process circuits through plate-and-frame heat exchangers so process fluids never mix with raw tower water. Redundant cells, automated blowdown control, and staged chemical dosing are used to manage scaling, corrosion, and microbial growth while meeting continuous process demands.

Industry Primary concern Common design response
Chemical plants Corrosion and cross-contamination Isolated heat exchangers, corrosion-resistant materials
Food & beverage Microbial control Stringent water treatment, frequent cleaning
Metal finishing Particulate and chemical contamination Enhanced filtration, scheduled blowdown and solids removal

6. Maintenance and Water Treatment

6.1 Regular Maintenance Tasks

A structured preventive maintenance program ensures reliable thermal performance and extends component life. Core recurring activities include visual inspections, mechanical checks, cleaning, and record-keeping. Inspect weekly for obvious issues (leaks, pooling, fan noise), perform monthly system checks (drift eliminators, nozzles, belts), and schedule quarterly or annual service for major items (motor bearings, fill replacement). Use a logbook (digital or paper) to record dates, corrective actions, measured operating parameters (water inlet/outlet temperatures, fan amps, pump hours) and chemical treatment results.

6.1.1 Daily / Weekly Checks

  • Visual inspection of the tower exterior and basin for leaks, debris, ice or unusual noises.
  • Check water level and automatic make-up operation; verify float valves and level sensors.
  • Observe fan operation during runtime — note vibrations, unusual sounds, and speed variations.
  • Verify drift eliminators are intact and free of heavy scaling or biological matting.

6.1.2 Monthly Tasks

  • Inspect and clean water distribution nozzles and basin strainers to maintain uniform flow.
  • Measure and record approach temperature (cold-water temp vs. wet-bulb) and fan motor electrical draw (amps).
  • Check belt tension and alignment (if belt-driven); lubricate fan bearings per manufacturer intervals.
  • Verify operation of sump pumps, level controls, and automatic blowdown valves.

6.1.3 Quarterly and Annual Service

Every 3–12 months perform deeper maintenance: remove and clean fill media if fouled, descale heat transfer surfaces, perform vibration analysis on fan/motor assemblies, inspect structural supports and fasteners for corrosion, and test electrical protections and starters. Replace worn belts, seals, and sacrificial anodes as needed. An annual shutdown inspection should include internal tower cleaning, verification of drift eliminator integrity, and a full mechanical-service checklist.

Task Frequency Notes
Visual inspection / leaks Weekly Immediate corrective action for leaks
Nozzle and strainer cleaning Monthly Prevents flow maldistribution
Fill inspection / cleaning Quarterly–Annually Depends on water quality
Motor & fan service Annually Includes bearing replacement/lubrication

6.2 Water Treatment

Effective water treatment maintains thermal performance, prevents scale and corrosion, and controls microbiological growth. A robust program monitors cycles of concentration, hardness, pH, conductivity, and biocide residuals. Treatment strategies combine continuous chemical feed (corrosion inhibitors, scale inhibitors, dispersants), periodic blowdown to control dissolved solids, and targeted biocide applications to manage Legionella, algae, and slime-forming bacteria.

6.2.1 Chemical Control Parameters

  • Cycles of concentration: establish a target (often 3–7×) based on water makeup quality and scale tendency; adjust blowdown accordingly.
  • pH control: maintain the recommended range (typical 7.0–8.5) to balance corrosion control and biocide efficacy.
  • Conductivity/TDS: monitor to trigger blowdown when setpoint exceeded to avoid excessive scaling or conductivity-related corrosion.
  • Residual biocide: maintain measurable residual per product label to ensure microbial control while complying with local discharge rules.

6.2.2 Treatment Methods and Chemicals

Common treatments include oxidizing biocides (chlorine, bromine) or non-oxidizing biocides for shock treatments, polymeric scale inhibitors to prevent calcium carbonate deposition, corrosion inhibitors (phosphate- or molybdate-based where appropriate), and dispersants to keep particulates in suspension for removal by blowdown. Selection should be based on water analysis and environmental discharge limitations; always follow manufacturer dosing and safety data sheets.

6.3 Troubleshooting Common Issues

Rapid identification and corrective action minimize downtime. Use measured data (temperatures, flow rates, conductivity, pressure, motor amps) to diagnose issues instead of guessing. The following are common failure modes with diagnostic checks and recommended actions.

6.3.1 Reduced Cooling Capacity

  • Cause: fouled fill or blocked nozzles. Action: inspect and clean or replace fill, clean distribution system.
  • Cause: low air flow from fan degradation or dirty louvers. Action: check fan motor amps, clean louvers and fan blades, repair or replace fan as needed.
  • Cause: poor water quality leading to scale. Action: analyze water, adjust inhibitor dosing and increase blowdown to lower cycles.

6.3.2 Excessive Drift or Visible Plume

If drift increases, check drift eliminators for damage or clogging and confirm water distribution uniformity — high local velocities or broken eliminators can increase droplet carryover. To reduce visible plume in cool, humid conditions use plume abatement or drift-reducing fills and optimize approach temperature by adjusting process-side load or tower flow where possible.

6.3.3 Biological Fouling and Legionella Risk

  • Implement a documented Legionella control plan with risk assessment, regular testing, and corrective actions.
  • Use combined approaches: maintain disinfectant residuals, perform periodic thermal or chemical shocks per regulatory guidance, and ensure accessible areas are cleaned and drained during shutdowns.

6.3.4 Mechanical Failures (Fans, Motors, Pumps)

Address mechanical issues with root-cause analysis: confirm proper lubrication, alignment, and mounting; perform vibration analysis to detect imbalance or bearing wear; verify motor starter settings and electrical supply; replace failed bearings or motors promptly. Keep a small inventory of critical spares (belts, bearings, pump seals) to reduce downtime.

Cross-flow Open Cooling Tower

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