Abstract

Chlorine is used commonly to prevent biofouling in cooling water systems. The addition of chlorine poses environmental risks in natural systems due to its tendency to form chlorination by-products (CBPs) when exposed to naturally-occurring organic matter (NOM). Some of these CBPs can pose toxic risks to aquatic and benthic species in the receiving waters. It is, therefore, important to study the fate of residual chlorine and CBPs to fully understand the potential impacts of chlorination to the environment. The goal of this study was to develop improved predictions of how chlorine and CBP concentrations in seawater vary with time, chlorine dose and temperature. In the present study, chlorination of once-through cooling water at Ras Laffan Industrial City (RLIC), Qatar, was studied by collecting unchlorinated seawater from the RLIC cooling water system intake, treating it with chlorine and measuring time series of chlorine and CBP concentrations. Multiple-rate exponential curves were used to represent fast and slow chlorine decay and CBP formation, and site-specific chlorine kinetic relationships were developed. Through extensive analysis of laboratory measurements, it was found that only some of the control parameters identified in the literature were important for predicting residual chlorine and CBP concentrations for this specific location. The new kinetic relationships were able to significantly improve the predictability and validity of Generalized Environmental Modeling System for Surfacewaters (GEMSS)-chlorine kinetics module (CKM), a three-dimensional hydrodynamic and chlorine kinetics and transport model when applied for RLIC outfall studies using actual field measurements.

Highlights

  • The liquefied natural gas (LNG) industry in Qatar located within Ras Laffan Industrial City (RLIC)utilizes more than 1 million m3/h of seawater for cooling demands

  • The model was calibrated to predict the fate of residual chlorine and chlorination by-products (CBPs) from industrial cooling water discharged from RLIC [9,10,11]

  • Some environmental concerns exist where the residual chlorine can react with the naturally-occurring organic matter (NOM) of the ambient water to produce CBPs

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Summary

Introduction

The liquefied natural gas (LNG) industry in Qatar located within Ras Laffan Industrial City (RLIC)utilizes more than 1 million m3/h of seawater for cooling demands. Chlorine is extensively used as a powerful oxidizing agent for water treatments and for biofouling control. This is because it is a well-tested technology, has had a history of long-term worldwide industrial use and is of acceptable cost. New guidelines were established by the Qatari Ministry of Environment (MoE) for residual chlorine and CBPs in cooling discharge waters. The model was calibrated to predict the fate of residual chlorine and CBPs from industrial cooling water discharged from RLIC [9,10,11]. This model is novel, since the individual and cumulative effects of cooling water discharges from several outfalls are estimated in a single simulation instead of requiring separate model runs for each outfall

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