Closed-loop cooling slashes withdrawals, but even pinhole leaks can upend water savings and chemistry. Plants are turning to pressure tests and UV dye tracing to find and fix them fast.
Industry: Cement | Process: Closed
Closed-loop cooling (recirculating the same water through chillers, heat exchangers and piping) has become a water-saver in cement, cutting make-up and discharge volumes to a fraction of open-loop systems. One case in point: Sika USA retrofitted its Lyndhurst cement plant and eliminated roughly 12 million gallons per month (~45,000 m³/month) of well-cooling water it once withdrew (irl.sika.com).
Closed loops also avoid discharging heated or contaminated water; regulators often ban open-loop returns in sensitive areas (www.cementequipment.org). The catch: even a tiny leak forces large fresh-water make-up and introduces oxygen and contaminants that accelerate corrosion, undermining inhibitors and materials of construction (www.mdpi.com; www.powermag.com).
Example of an industrial cooling system: closed-loop designs recirculate coolant through chillers, towers, and heat exchangers to minimize fresh-water use. In Sika’s case this approach replaced an open-loop well system and saved ~45,000 m³/month (irl.sika.com).
Water use and regulatory context
Because closed-loop water often contains treatment chemicals to control scale, corrosion and biology, plants maintain a closed-loop chemical program (closed-loop Cooling Towers chemicals) that is sensitive to dilution and oxygen ingress. Regulators’ sensitivity to thermal or contaminated discharges further amplifies the value of leak prevention (www.cementequipment.org).
Hydrostatic and pressure testing parameters
A core technique is sectional hydrostatic or pressure testing (pressurizing with water or air to verify integrity). Standard practice is to isolate sections and pressurize to 1.2–1.5× normal operating pressure, hold, and monitor for pressure loss (wermac.org). Industry guidelines (for example, ASME piping codes) treat hydrostatic testing as mandatory before commissioning piping (wermac.org).
Typical field practice is to raise pressure to about 150% of design and maintain it for ~10+ minutes, checking gauges and visually inspecting accessible joints for weepage (wermac.org; wermac.org). In very large systems, continuous pressure monitors or ΔP (differential pressure) indicators can provide early warning of fluid loss.
UV dye tracing for leak visualization
Fluorescent dye tracing with UV (ultraviolet) inspection offers a low-cost visual check: a small dose of UV-fluorescent tracer dye is added to the circulating water, and escaped coolant will accumulate dye at the breach, fluorescing brightly under a UV lamp (spectroline.com). After injection into an operating loop, “all leaks will fluoresce green or yellow” when scanned with a UV flashlight (spectroline.com).
These dyes, formulated for water or glycol loops (glycol-based coolants), are typically chemically inert at low ppm and do not upset corrosion inhibitors (spectroline.com). In practice, testing is often combined with pressure tests: after pressurizing and adding tracer, crews wipe down suspect areas and check rags or drains under UV to pinpoint breaches. Dye tracing is especially effective in static or low-flow situations and is widely used in HVAC/R (heating, ventilation, air conditioning and refrigeration) systems (spectroline.com).
Electronic monitoring and analytics

Some facilities layer in continuous monitoring: inline flow meters to flag branch imbalances, temperature sensors to detect escaping cold fluid, and acoustic sensors or correlators to “hear” leaks under pressure. In an analogous water distribution project (not cement), continuous acoustic monitoring uncovered 170 hidden leaks averaging ~16 L/min each — leaks that would have wasted an estimated 1.4×10^6 m³/year if undetected (smartwatermagazine.com).
Standard leak response protocol
A rapid, standardized response minimizes water loss and contamination. A typical protocol includes:
- Isolate and depressurize. Shut off pumps and close valves to isolate the leaking section. Relieve pressure before any work; any weld or “hot work” repair must be done only after fully depressurizing (wermac.org). This slows leakage and improves safety.
- Contain spilled coolant. Use trays, buckets or drains to capture fluid. Loop water often contains treatment chemicals or corrosion products; collect for proper disposal to prevent spread to other systems or the environment. Programs that manage these additives align with dedicated closed-loop chemicals.
- Locate the leak. If the source isn’t obvious, perform a sectional pressure test and/or inject UV dye as above. Inspect under UV for fluorescing wet spots, and watch gauges for residual pressure drops.
- Repair the breach. Tighten or reseal flanges, replace gaskets, or weld pinholes. Follow lock‑out/tag‑out (energy isolation) and depressurization rules. For welded repairs, ensure the section is drained per [58] guidelines. Apply new gasket or sealant as appropriate.
- Flush and refill. Partially drain and clean the repaired section, then slowly reintroduce demineralized makeup water (demineralizer) while monitoring pressure. Run the pump at low speed to purge air and dilute any oil, lubricant or debris.
- Re‑pressurize and test. Perform a post‑repair pressure test at ~1.5× design pressure to confirm integrity (wermac.org). If tight, return to normal pressure and flow.
- Adjust chemistry and document. Re‑dose corrosion inhibitors (corrosion inhibitors) or biocides (biocides) as required. Record date, leak rate and repair; resume regular tests (pH, conductivity, inhibitor levels) weekly or per plan. Note that a fresh water [80†L27-L34] inflow typically causes a pH drop; verify chemistry stabilizes before declaring all clear.
Operational reliability and compliance
By isolating and fixing leaks before large volumes escape, plants cut make‑up demand and protect water savings. Containing spills prevents contamination — closed‑loop water often contacts lubricated or metal surfaces — and keeps incidents out of soil or storm drains. Rapid dye‑UV inspection and pressure testing help ensure even hairline cracks are found. Combining scheduled integrity tests (especially after maintenance or shutdown) with on‑demand leak tracing and a disciplined response plan supports both environmental goals and operational reliability (www.mdpi.com; www.cementequipment.org).
