Back to Water glossary

Water glossary

Surface Water Discharge of Brine

A technical guide on the methods, environmental considerations, and cost factors for discharging brine into surface water bodies, particularly from desalination plants.

Introduction to Surface Water Brine Discharge

Surface water discharge is a widely adopted method for disposing of brine and other waste streams from desalination plants, especially seawater reverse osmosis (SWRO) facilities. This process typically involves releasing concentrated saline water into open water bodies such as bays, tidal lakes, brackish canals, or the ocean. Given the high volume of brine produced by modern desalination, effective and environmentally responsible discharge strategies are crucial. Over 90% of large-scale SWRO plants globally utilize surface water discharge, including facilities like the 462,000 m³/day (122 million GPD) plant in Hadera, Israel, the 136,000 m³/day (36 million GPD) Tuas SW plant in Singapore, and the 64,000 m³/day (17 million GPD) Larnaca plant in Cyprus.

Methods of Brine Discharge

The most common methods for brine discharge into surface water bodies include:

  • Direct surface discharge: Releasing brine directly into the nearshore or offshore marine environment.
  • Discharge into a wastewater treatment plant: Co-disposal with treated wastewater effluent, often for dilution.

Design for Brine Dispersion and Mixing

Brine outfalls are engineered to minimize the area where salinity exceeds the tolerance limits of the aquatic ecosystem. This is achieved by rapidly mixing the brine with the receiving water body. Key factors in enhancing mixing include:

  1. Local Tidal (Surf) Zone Mixing Capacity: Utilizing the natural turbulence and currents of the nearshore environment.
  2. Offshore Discharge with Diffusers: Extending the outfall beyond the immediate tidal zone and installing diffusers at the pipe's end to promote efficient mixing and dilution.

Nearshore tidal zones often have limited capacity to transport and dissipate high salinity loads. If the salt load surpasses this capacity, excess salts can accumulate, leading to long-term salinity increases that may exceed the aquatic ecosystem's tolerance. Hydrodynamic modeling is essential to determine the salinity mixing/transport capacity of these zones.

For smaller desalination plants (≤1,000 m³/day or 0.26 million GPD), outfalls typically consist of an open-ended pipe extending several hundred meters into the receiving water body, relying on tidal turbulence for dissipation. Larger SWRO plants usually extend their outfalls beyond the tidal zone, incorporating diffusers to prevent the dense, saline plume from settling on the ocean floor, considering site-specific hydrodynamic conditions.

Potential Environmental Impacts

Selecting an appropriate location for a brine discharge system requires careful consideration of several factors:

  • Ecological Sensitivity: Avoiding areas with endangered species or stressed aquatic ecosystems.
  • Hydrodynamic Conditions: Identifying locations with strong underwater currents for rapid and effective dissipation of the high-salinity discharge.
  • Navigational Safety: Steering clear of maritime traffic routes to prevent damage to the outfall system and alterations to mixing patterns.
  • Construction Feasibility: Ideally, locating discharge points in relatively shallow waters close to shore to minimize construction costs.

The primary environmental concerns associated with surface water brine disposal include:

  • Salinity Tolerance: Exceeding the salinity tolerance of the local aquatic ecosystem.
  • Concentration of Constituents: Increasing the concentration of specific water constituents to harmful levels.
  • Discoloration and Low Oxygen: Visual impact from discolored plumes or oxygen depletion in the receiving waters.

Assessing the feasibility of surface water brine discharge involves addressing key questions:

  • Plume Dispersion and Recirculation: Evaluating the movement and potential return of the discharged plume.
  • Discharge Toxicity: Assessing the inherent toxicity of the brine components.
  • Regulatory Compliance: Ensuring the discharged water quality meets relevant regulatory standards.
  • Ecosystem Salinity Capacity: Determining the local aquatic ecosystem's capacity to assimilate salinity to design the discharge point for minimal impact.

Potential Brine Treatment Requirements for SWRO

Generally, SWRO desalination brine from deep-sea intakes does not require pre-discharge treatment. Its ionic composition is similar to the oceanic discharge zone, posing little threat of ionic imbalance to the local ecosystem. In such cases, the brine is typically discharged using a diffuser system or blended with source seawater to achieve a safe salinity level (usually < 40,000 mg/L or 4% salinity) for direct discharge without further diffusion.

However, if feed water is sourced from beach wells or coastal alluvial aquifers, the desalination concentrate may require treatment due to:

  • Iron (Fe) and Manganese (Mn) Concentration: Feedwater from these sources can contain high levels of reduced Fe and Mn. During RO pretreatment, these are kept in dissolved, colorless reduced forms. RO membranes reject these dissolved ions, concentrating them in the brine. If this brine is then exposed to air, reduced iron (e.g., ferrous sulfide, FeS) oxidizes to ferric hydroxide (FeO(OH)), which is reddish and can visually degrade the discharge area. Therefore, feed water Fe must be oxidized and removed in pretreatment, or the brine must be treated via sedimentation to remove FeO(OH).
  • Low Dissolved Oxygen (DO): Significant discharge of brine with low DO can lead to oxygen depletion and stress for the local aquatic ecosystem. In such instances, brine reaeration is necessary.

Surface Water Discharge Cost Considerations

Construction costs for surface water brine discharge facilities are highly dependent on site-specific factors:

  • Brine Discharge Flow Rate: Higher flows necessitate larger infrastructure.
  • Nearshore vs. Offshore Discharge: Offshore discharges typically require longer pipelines and more complex installation.
  • Construction Materials: Type and grade of materials used for pipelines and diffusers.
  • Diffuser System Complexity: The design and number of diffusers.
  • Brine Transport Costs: Cost of conveying brine from the desalination plant to the discharge point.
  • Brine Treatment Costs: If pre-discharge treatment is required.
  • Environmental Monitoring: Costs associated with ongoing environmental assessment of the discharge.

Installation costs for pipelines, whether above or below ground, significantly impact the overall project budget. Unusual ground conditions can substantially increase pipeline installation expenses. Submarine trenching is generally 3 to 5 times more expensive than onshore trenching. Consequently, outfalls are often laid directly on the ocean floor and secured with concrete blocks every 5 to 10 m (16 to 33 ft) along their length, rather than trenched.

Concentrate transport costs are proportional to the brine flow rate and the distance between the desalination plant and the discharge outfall. The outfall's construction costs, size, and diffuser system configuration (influenced by brine volume, salinity, and hydrodynamic conditions) are all site-specific variables.

Environmental monitoring costs can be substantial, particularly when discharging into ecologically sensitive areas.

AquaChain Engineering Tip

When designing a brine outfall, prioritize detailed 3D hydrodynamic modeling of the receiving water body. This enables optimization of diffuser design, location, and orientation to maximize initial dilution and predict far-field dispersion, preventing unwanted brine accumulation and ensuring ecological protection.

Frequently Asked Questions

Q1: What is the primary environmental concern with surface water brine discharge?

A1: The main concern is increasing the salinity of the receiving water body beyond the tolerance levels of the local aquatic ecosystem, potentially harming marine life and habitats.

Q2: Why is brine from deep-sea intakes often discharged without prior treatment?

A2: Brine from deep-sea intakes typically has an ionic composition similar to the open ocean, making it less likely to cause an ionic imbalance or significant environmental impact compared to brine derived from other sources.

Q3: What makes offshore brine outfall construction costly?

A3: Offshore outfalls involve longer pipelines, more complex installation techniques (often laying pipes on the ocean floor secured with concrete blocks rather than trenching), and require specialized marine equipment, all contributing to higher construction costs.

Related Resources