TABLE OF CONTENTS

 

 

10       Hazard to life.. 10-1

10.1       Introduction. 10-1

10.2       Scope and Objectives. 10-1

10.3       Relevant Legislation and Guidelines. 10-1

10.4       Assessment Methodology and Assumptions. 10-3

10.5       Summary of Quantitative Risk Assessment Results. 10-3

10.6       Risk Mitigation and Cost-Benefit Analysis. 10-3

10.7       Conclusion. 10-3

 

 

LIST OF Figure

NEX1062/S/SHD/ACM/Z10/260     Location of The Project and Consultation Zone of Siu Ho Wan Water Treatment Works

 

 

 

LIST OF Appendix

Appendix 10.1       Hazard to Life Chapter of Proposed Comprehensive Residential and Commercial Development atop Siu Ho Wan Depot ¨C EIA Report

 

 



10               Hazard to life

10.1           Introduction

10.1.1       A portion of the Project is located within the about 1 km-radius consultation zone of a Potentially Hazardous Installation (PHI), i.e. Siu Ho Wan Water Treatment Works (SHWWTW), as shown in Figure No. NEX1062/S/SHD/ACM/Z10/260. 

10.1.2       A Hazard Assessment (HA) was conducted to evaluate the risk to the additional population arising from the construction and operation of the Project and SHD Topside Development due to storage of chlorine associated with the operations at SHWWTW. 

10.2           Scope and Objectives

10.2.1       The HA is carried out following the criteria for evaluating hazard to life as stated in Annexes 4 of the Technical Memorandum on Environmental Impact Assessment Process (TM-EIAO).

10.2.2       In accordance with EIA Study Brief ESB-296/2016, the objectives of the HA are as follows:

                      i.        Identify hazardous scenarios associated with the on-site transport, storage and use of chlorine at the SHWWTW with a view to determine a set of relevant scenarios to be included in a Quantitative Risk Assessment (QRA);

                     ii.        Execute a QRA of the set of hazardous scenarios determined in (i), expressing population risks in both individual and societal terms;

                    iii.        Compare individual and societal risks with the criteria for evaluating hazard to life stipulated in Annex 4 of the TM-EIAO; and

                   iv.        Identify and assess practicable and cost-effective risk mitigation measures.

10.2.3       The methodology to be used in the hazard assessments shall be consistent with previous studies having similar issues.

10.2.4       The general components of the HA include:

ˇ¤               Hazard Identification: Identify hazard scenarios associated with the transport, storage and use of chlorine and then determine a set of relevant scenarios to be included in a QRA.

ˇ¤               Frequency Assessment: Assess the likelihood of occurrence of the identified hazard scenarios.

ˇ¤               Consequence Assessment: Assess the consequences and impact to the surrounding population.

ˇ¤               Risk Assessment: Evaluate the risk level, in terms of individual risk and societal risk. The cumulative risks will be compared with the criteria stipulated in TM-EIAO to determine their acceptability. Subject to the assessment, practicable and cost-effective risk mitigation measures will be identified and assessed.

10.3           Relevant Legislation and Guidelines

10.3.1       As set out in Annex 4 of the TM-EIAO, the risk guidelines comprise two components as follows:

ˇ¤         Individual Risk Guideline: the maximum level of off-site individual risk should not exceed 1 in 100,000 per year, i.e. 1 x 10-5 / year

ˇ¤         Societal Risk Guidelines are presented graphically as in Drawing 10.1.  The Societal Risk Guideline is expressed in terms of lines plotting the frequency (F) of N or more deaths in the population from accidents at the facility of concern.  

 

o   Acceptable where risks are so low that no action is necessary;

 

o   Unacceptable where risks are so high that they should usually be reduced regardless of the cost or else the hazardous activity should not proceed;

 

o   ALARP (As Low As Reasonably Practicable) where the risks associated with the hazardous activity should be reduced to a level ˇ°as low as reasonably practicableˇ±, in which the priority of measures is established on the basis of practicability and cost to implement versus risk reduction achieved.

ch12_fig_3.jpg

Drawing 10.1     Societal Risk Guidelines

 


 

10.4           Assessment Methodology and Assumptions

10.4.1       With reference to Appendix 10.1, SHWWTW and Sham Shui Kok Chlorine Transhipment Dock (SSK Dock) were identified as potential hazardous facilities.

10.4.2       The SHWWTW is the Potentially Hazardous Installation (PHI) with its consultation zone (CZ) encroached into the Scheme Boundary, while the potential risk due to the operation of SSK Dock is negligible.

10.4.3       For the SHWWTW, QRA has to be conducted to account for the cumulative risk posed to the Project and SHD Topside Development.  Details of the assessment methodology and assumptions are stated in Appendix 10.1.

10.5           Summary of Quantitative Risk Assessment Results

Overview

10.5.1       According to Appendix 10.1, by summing up all hazardous events, Individual Risk and Societal Risk associated with the identified hazardous scenarios are obtained and compared with the criteria set out in Annex 4 of the TM-EIAO to determine their acceptability.

Individual Risk Results

10.5.2       The individual risk contours for SHWWTW are presented in Figure 12.5 of Appendix 10.1.  As shown in Figure 12.5, the 1x10-5/ year contour does not reach the boundary of the Project and hence the individual risk level comply with the individual risk criteria.

Societal Risk Results

FN Curve

10.5.3       The FN values and the FN curves for different scenarios are presented in Section 12.7.2 of Appendix 10.1. The cumulative frequency F falls into ˇ°ALARPˇ± region. Further analysis has been conducted to demonstrate the risk as low as reasonably practicable.

Potential Loss of Life (PLL)

10.5.4       The Potential Loss of Life (PLL) value is the summation of the product of each f-N pair. The Breakdown PLL values under construction and operation phases due to the risk impact from SHWWTW are shown in Section 12.7.3 of Appendix 10.1. It is predicted that the contribution of PLL of the Project and SHD Topside Development during both construction and operation phases is not significant.

10.6           Risk Mitigation and Cost-Benefit Analysis

10.6.1       As the FN curves fall into ˇ°ALARPˇ± region, a cost-benefit analysis (CBA) is required to select and justify the most suitable risk mitigation measure.  Details of the analysis are presented in Section 12.7.5 of Appendix 10.1.

10.7           Conclusion

10.7.1       For the SHWWTW, QRA has been conducted to account for the cumulative risk posed to the Project and SHD Topside Development.

10.7.2       The criterion of Annex 4 of the TM-EIAO for Individual Risk is met with regards to the hazards to life posed by SHWWTW.  The assessment results in Appendix 10.1 show that the societal risk for the impact from SHWWTW in the construction and operational phases falls within the ALARP region when compared to the criteria stipulated in the TM-EIAO.  A cost-benefit analysis has been undertaken considering a range of mitigation measures but no mitigation measures options are cost effective.  Nevertheless, precautionary measures for chlorine released from SHWWTW such as provision of emergency plan for efficient evacuation including good practice (i.e. adequate training and drills for construction workers) during construction phase shall be implemented to further reduce the risk level.