Acceptance criteria in Denmark and the EU 2 Earlier Danish studiesThis chapter summarises earlier Danish studies reflecting developments in the practice of risk analysis and acceptance in Denmark. The most important study is known as ‘Environment Project 112’ (Taylor et al., 1989). This study discusses considerations in relation to the choice of risk analysis methods and risk acceptance criteria, and concludes with recommendations in this area. It has subsequently been found that Environment Project 112 does not offer a solution for how to delimit safety zones when using qualitative risk assessments. This has led to further consideration in a report on delimitation of safety zones for an underground natural gas storage facility in Tønder, Denmark (the ‘Tønder Report’) (Danish Environmental Protection Agency, 1996). 2.1 Environment Project 112Environment Project 112 contains a thorough review of risk analysis methods and acceptance criteria. It recognizes a link between the choice of risk acceptance criteria and risk analysis methods. The report concludes that two analysis or assessment methods can be readily used in practice – a method based on qualitative analysis, and a method based on quantitative analysis. A standards-based method is considered impractical due to the work involved in providing the necessary standards. The conclusion notes that ‘it has been shown possible to compare results from the quantitative and qualitative approaches, such that these can provide comparable results under certain conditions’. This is an important condition for regulatory authorities to be able to accept the use of various methods and criteria, in light of the ‘consistency’ requirement formulated in the most recent European Commission Guidelines (European Commission, 2006) (see section 3.1). The report highlights the principle considerations forming a basis for acceptance criteria. The three most important considerations, concerning risk to third parties, are repeated here:
Parts of these principles take effect in the following requirements for approval of plant:
Qualitative criteria and assessment methods particularly address the first requirement, while quantitative criteria and methods address the second requirement. The third requirement involves cost-benefit analyses. These are often difficult to perform and open to uncertainty in terms of comparisons made between various values (life, the environment, the economy). They will therefore not be considered further. The following issues are not covered in Environment Project 112:
2.1.1 Recommendations in Environment Project 112 for quantitative risk acceptance criteriaEnvironment Project 112 recommends the following criteria for the technical assessment of plant:
Environment Project 112 only makes recommendations relating to quantitative criteria based on number of fatalities. Acceptance criteria for societal risk (see also Figure 2) are shown in Figure 5. Figure 5 shows the ‘grey zone’ within which the above ALARA principle should be used, extending over a frequency factor of 100. In other words, if the risk of an accident involving at least one fatality is less than 10-6 per year (100 times less than the minimum criteria of 10-4 per year[7]), no further safety measures are necessary. The argument for these acceptance criteria for location-based (individual) risk is that:
The main issues relating to societal risk criteria relate to:
The argument for the selected acceptance criteria for societal risk is that:
Figure 5. Acceptance criteria for societal risk, according to Environment Project 112. The purple line indicates the minimum criteria. The grey zone indicates where the ALARA principle should be used. 2.1.2 Recommendations in Environment Project 112 for qualitative acceptance criteriaEnvironment Project 112 defines qualitative acceptance criteria as criteria ensuring the safety measures in place are reasonable in proportion to the risk of accident. A consequence analysis is essential when using quantitative methods in order to quantify in detail how the accident impacts the surrounding area. However, when using qualitative methods, a consequence analysis is used to qualify these accidents in terms of their potential to impact the surrounding area – i.e. to qualify the seriousness of a given accident. Depending on the seriousness and expected frequency, requirements may be specified regarding the number and quality (failure rate and effectiveness) of safety measures. Environment Project 112 recommends barrier diagrams[9] as a tool to help present the results of risk analysis. These diagrams show the possible sequences of events prior to an accident, and the safety measures (hereafter referred to as barriers or safety barriers) that can prevent or mitigate the accident. Figure 6. Example safety-barrier diagram Analysis procedure:
Environment Project 112 proposes scales for the seriousness of the consequences (consequence scale K, Table 2), frequency (frequency scale H, Table 3) and failure rates for safety barriers. Table 2. Consequence scale K for accidents proposed by Environment Project 112
Table 3. Frequency scale H for initiating events proposed by Environment Project 112[10]
Failure rates for barriers are specified using points (barrier points). Each point indicates that the accident frequency is reduced by a factor of square root of ten. If the frequency of the initiating event is characterised as H=4 (once a year at most) and the total point score for all barriers between the initiating event and the consequence is 8, the maximum expected frequency of the consequence will be 10-4 per year. The report contains recommendations on assigning points to various types of safety barriers. The acceptance criteria are formulated in a way that safety barriers with a cumulative point value of N must be present, as shown below, for initiating events with a frequency scale value of H:
Simplified acceptance criteria are also described. These only consider the barriers that fulfil all the requirements for good barriers. These (automatic, as a minimum) barriers can be assigned at least 6 barrier points, and then a minimum number of barriers for a given initiating event and level of seriousness will be sufficient. Environment Project 112 notes that the qualitative requirements are more restrictive than the quantitative requirements (the above criteria for individual risk is a maximum of 10-7 per year). This may be seen as a disadvantage for these criteria. However, Environment Project 112 does not discuss how the qualitative method handles different accident scenarios that each contribute to risk separately. This situation would make the qualitative criteria less restrictive for the total plant, if applied per scenario. 2.2 The ‘Tønder Report’In 1996, a task force under the Danish Environmental Protection Agency and Danish Energy Agency, with representatives from the relevant major hazard authorities, prepared a report – the Tønder Report – advising the regional authority (known at that time as the County of Sønderjylland) about the location and design of a surface plant for a planned natural gas storage facility in Tønder (Danish Environmental Protection Agency, 1996). The recommendations made to the County particularly related to the delimitation of safety zones, and may therefore also be relevant in relation to other major hazard establishments. The Tønder Report was prepared in order to highlight a number of safety issues related to an underground natural gas storage facility, without placing unnecessary restrictions on business development opportunities close to the facility. The report focuses on an event considered to be a reference scenario for the safety distance (restrained leakage from a 12”/16” pipe). No assessment was made of the consequences of an uncontrolled gas blow-out due to fire, as the probability “was perceived by the task force to be so small that it should [not[11]] serve as a reference event for the safety zones”. The report does not specify whether a) the consequences of blow-out would be greater than for restrained leakage, or b) the probability levels in question. We conclude that:
Based on the minutes of a meeting attached to the Report, we conclude that quantitative calculations were performed which support the choice of a safety distance of 100-200m as acceptable in comparison to Environment Project 112’s societal risk criteria (the lower curve in Figure 5). [6] ALARA: As Low As Reasonably Achievable. Risks must be reduced using all ‘reasonable’ means, i.e. taking into account the cost of such measures. This report views ALARA and ALARP (As Low As Reasonably Practical) as synonyms. ALARA has been used, as this term has been used in Environment Project 112. [7] Expected accident frequencies are usually expressed as powers of ten, i.e. 10-4 per year means that the probability of an accident is 1 in 10,000 per year. This is the same as saying that, on average, one accident is expected every 10,000 years at the given plant, or that if there were 10,000 similar plants, an average of one accident would be expected each year at any of these plants. However, it should be borne in mind that the accident could occur at any time (or place). [8] Environment Project 112 refers to foreign statistics. The corresponding Danish statistics are shown in Figure 8. This figure shows that children aged 6-12 years have the lowest fatality risk in Denmark. [9] The full name is safety-barrier diagram. [10] Some consultancy firms currently use frequency classifications in the reverse order, with a factor of square root of 10 between each class, like barrier points, i.e. category 2 corresponds to a frequency of 0.1 per year, and category 4 to 0.01 per year. This allows acceptance criteria to be formulated by stating that the sum of the frequency category and barrier points must exceed a set minimum value. [11] The original text omits the word ‘not’. [12] The regulations relevant for the determination of safety zones can be found in Danish Ministry of Employment Statutory Order no. 414/1988, supplemented by the Working Environment Authority’s supplementary provisions to the “ASME Guide for Gas Transmission and Distribution Piping Systems” (1983). At the present time, refer to the Danish Working Environment Authority Guide F.0.1 “Naturgasanlæg”, 2001
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