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Ruggiero Lovrelio*, Ed Claraidge and Phil Jackson
Massey University, New Zealand
*Corresponding author: Ruggiero Lovrelio, Massey University, New Zealand
Submission: April 03, 2018; Published: July 16, 2018
Evacuation Modelling in New Zealand the
Result of An Online Survey
Case Report
1/3Copyright © All rights are reserved by Ruggiero Lovrelio.
Volume - 1 Issue - 4
Introduction
Enhancing building fire safety is a fundamental task to reduce
the impact of those disasters on occupants. This has been achieved
around the word by introducing a performance-based approach
which allow designer and building manager to assess how a
building can respond from a fire and evacuation point of view.
This change has occurred also in New Zealand. In fact, fire
engineering has experienced major changes in New Zealand in
the last five years with the introduction of the 2012 edition of the
Building Code [1]. The C/VM2 Verification Method [2] represents
a compromise between a prescriptive approach and a novel
performance-based approach by providing several prescriptive
inputs for fire and evacuation modelling and provide a novel
‘Framework for Fire Safety Design’. The performance approach
relies on the comparison ASET and RSET, where ASET stands for
Available Safe Egress Time while RSET stands for Required Safe
Egress Time [3]. As such, fire engineers are asked to predict and
model several fire and evacuation scenarios to ensure that the RSET
is greater than the ASET.
To date, fire engineering can use several computational tools
to simulate fire and smoke dynamics as well as the evacuation
process. According to an existing survey [4], it was shown that
FDS computational fluid dynamics program by NIST and BRANZ’s
B-RISK zone model were the most popular tools to estimate ASET
in New Zealand. The commentary document of C/VM2 provided
to support C/VM2 specifically describes the use of FDS and
BRANZFIRE as the basis for a number of exemplar scenarios. In
contrast, no computer evacuation model is discussed. Moreover,
there is no available survey describing which evacuation model are
used in New Zealand [5].
Through this short article we present the final results of a
survey carried out in the 2017 to investigate the awareness and use
of the existing computational evacuation models.
Survey
We developed a closed response survey to quantify which
evacuation model’s participants were familiar with and which
model’s participants have been using through their careers. This
survey has been disseminated with the help of the Fire Protection
Association NZ, the Institution of Fire Engineers New Zealand and
social networks such as LinkedIn and Twitter since June 2017 and
through FireNZ 2017 conference.
Results
To date 93 participants from the NZ fire engineering community
have completed this survey. Most of them are fire engineers
working as fire consultants or designers (71%) while the remaining
ones are engineers, fire officers and academics. The average work
experience in fire safety of those participants is ten years, while
the average years of experience in performance-based design and
evacuation models is six years and five years respectively.
According to this sample, the most known evacuation model
in New Zealand is Pathfinder (67%) followed by FDS+Evac (63%),
Exodus and STEPS (50%), Simulex (45%) and EvacuatioNZ (42%).
While all the remaining models (i.e. Legion, Mass Motion, VISSIM,
PedGo) are below 40%. In line with these statistics the most
used model is Pathfinder (64%) followed by FDS+Evac (40%),
EvacuatioNZ and Simulex (24%), STEPS (18%) and Exodus (16%).
Finally, the results indicate that the most favourite model is still
Pathfinder (58%) followed by FDS+Evac (20%) and EvacuatioNZ
(10%). It is worth clarifying that those statistics do not add up to
100% as many participants stated to be aware and that they have
used more than one model through their careers. A summary of
these statistics is illustrated in Figure 1.
From the awareness viewpoint, the proposed results show
many similarities with those from an international survey carried
Advancements in Civil Engineering
& TechnologyC CRIMSON PUBLISHERS
Wings to the Research
ISSN 2639-0574
Adv Civil Eng Tech Copyright © Ruggiero Lovrelio
2/3How to cite this article: Ruggiero L, Ed Claraidge, Phil J. Evacuation Modelling in New Zealand the Result of An Online Survey. Adv Civil Eng Tech .1(4).
ACET.000520.2018. DOI: 10.31031/ACET.2018.01.000520
Volume - 1 Issue - 4
out by Ronchi and Kinsey [6] in 2011, who identify many of the
same models as the most known and used models around the world
as illustrated in Figure 2. The only difference is the awareness and
use of EvacuatioNZ which is not as popular internationally as it is
in New Zealand. From the use point of view, the use of evacuation
models in New Zealand differs from other countries.
Figure 1: Percentages of the awareness, use and preference of evacuation models in New Zealand.
Figure 2: Comparison of the awareness and use of evacuation models in New Zealand and other countries.
Finally, these results indicate that the majority of the
participants are not aware of many of the other computational
evacuation models which have been developed by research groups
and companies over the past 20 years but are not mentioned in
this article. This lack of awareness could inhibit informed model
selection as modellers are then not aware of the capabilities of all
theavailableevacuationmodels[6].Therefore,thissurveyidentifies
the need for a platform to provide updated information about all
of the existing evacuation models, the behavioural assumptions
or statements underpinning those models and the implemented
behavioural sub-models for the pre-evacuation decision making,
exit and route choices [10-17].
Acknowledgement
The authors thank Michael Spearpoint (Olsson Fire & Risk) and
Steve Gwynne (National Research Council Canada) for reviewing
this article.
References
1.	 International Atomic Energy Agency (2010) Environmental Impact
Assessment of Nuclear Desalination. IAEATECDOC- 1642, IAEA, Vienna,
Austria, pp. 140.
2.	 AMTA (2007) Water Desalination Processes.
3.	 World Water Vision Commission Report (2000) A Water Secure World,
World Water Forum. The Hague, Netherlands.
3/3How to cite this article: Ruggiero L, Ed Claraidge, Phil J. Evacuation Modelling in New Zealand the Result of An Online Survey. Adv Civil Eng Tech .1(4).
ACET.000520.2018. DOI: 10.31031/ACET.2018.01.000520
Adv Civil Eng Tech Copyright © Ruggiero Lovrelio
Volume - 1 Issue - 4
4.	 IAEA (2000) Status of Non-Electric Nuclear Heat Applications:
Technology and Safety. IAEA-TECDOC-1184, Vienna, Austria, pp. 296.
5.	 IAEA (1997) Experience gained in the operation and maintenance of the
nuclear desalination plant in Aktau, Kazakhstan. Nuclear Desalination of
Sea Water IAEA, Vienna Austria, pp. 1-576.
6.	 (2000) Examining the Economics of Seawater Desalination Using the
DEEP Code. IAEATECDOC- 1186, IAEA, Vienna, Austria, pp. 88.
7.	 Wangnick K (2001) Present status of thermal seawater desalination
techniques. IDA Journal 10: 1.
8.	 International Atomic Energy Agency (1990) Use of Nuclear Reactors for
Seawater Desalination. IAEA-TECDOC-574, Vienna, Austria, pp. 212.
9.	 International Atomic Energy Agency (1992) Technical and Economic
Evaluation of Potable Water Production through Desalination of
Seawater by Using Nuclear Energy and Other Means, IAEA-TECDOC-
666, Vienna, Austria, pp. 148.
10.	International Atomic Energy Agency (1997) Nuclear Desalination of Sea
Water. (Proc. Conf. Taejon, 1997), IAEA, Vienna, Austria.
11.	Doval A, Masriera N (1999) Analysis of desalination system models
relevant for the safety evaluation of a nuclear desalination plant. IDA
World Congress on Desalination and Water Reuse, San Diego, California,
USA.
12.	Chang MH, Sim SK, Hwang YD (1999) SMART-An Advanced Small
integral PWR for Nuclear Desalination and Power Generation. Global
’99-International Conference on Future Nuclear Systems, Jackson Hole,
Wyoming, USA.
13.	Bae KH, Kim HC, Chang MH, Sim SK (2001) Safety Evaluation of the
Inherent and Passive Safety Features of the SMART Design. Annals of
Nuclear Energy 2: 333-349.
14.	Chang HJ, Yeo W (2002) Advanced Design Features Adopted in SMART,
IAEA-SR- 218/28. International Seminar on Status and Prospects for
Small and Medium Size Reactors, Cairo, Egypt, 2001, IAEA, Vienna
Austria, pp. 134.
15.	International Atomic Energy Agency (2000) Introduction of Nuclear
Desalination: A Guidebook. Technical Reports Series No. 400, IAEA,
Vienna, Austria, pp. 291.
16.	International Atomic Energy Agency (2000) Guidance for Preparing
User Requirements Documents for Small and Medium Reactors and
their Application. IAEATECDOC- 1167, Vienna, Austria, pp. 102.
17.	 International Atomic Energy Agency (2001) Safety Aspects of Nuclear
Plants Coupled with Seawater Desalination and/or Other Heat
Utilization Units, Vienna, Austria, pp. 88.
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Evacuation Modelling in New Zealand the Result of An Online Survey_Crimson Publishers

  • 1. Ruggiero Lovrelio*, Ed Claraidge and Phil Jackson Massey University, New Zealand *Corresponding author: Ruggiero Lovrelio, Massey University, New Zealand Submission: April 03, 2018; Published: July 16, 2018 Evacuation Modelling in New Zealand the Result of An Online Survey Case Report 1/3Copyright © All rights are reserved by Ruggiero Lovrelio. Volume - 1 Issue - 4 Introduction Enhancing building fire safety is a fundamental task to reduce the impact of those disasters on occupants. This has been achieved around the word by introducing a performance-based approach which allow designer and building manager to assess how a building can respond from a fire and evacuation point of view. This change has occurred also in New Zealand. In fact, fire engineering has experienced major changes in New Zealand in the last five years with the introduction of the 2012 edition of the Building Code [1]. The C/VM2 Verification Method [2] represents a compromise between a prescriptive approach and a novel performance-based approach by providing several prescriptive inputs for fire and evacuation modelling and provide a novel ‘Framework for Fire Safety Design’. The performance approach relies on the comparison ASET and RSET, where ASET stands for Available Safe Egress Time while RSET stands for Required Safe Egress Time [3]. As such, fire engineers are asked to predict and model several fire and evacuation scenarios to ensure that the RSET is greater than the ASET. To date, fire engineering can use several computational tools to simulate fire and smoke dynamics as well as the evacuation process. According to an existing survey [4], it was shown that FDS computational fluid dynamics program by NIST and BRANZ’s B-RISK zone model were the most popular tools to estimate ASET in New Zealand. The commentary document of C/VM2 provided to support C/VM2 specifically describes the use of FDS and BRANZFIRE as the basis for a number of exemplar scenarios. In contrast, no computer evacuation model is discussed. Moreover, there is no available survey describing which evacuation model are used in New Zealand [5]. Through this short article we present the final results of a survey carried out in the 2017 to investigate the awareness and use of the existing computational evacuation models. Survey We developed a closed response survey to quantify which evacuation model’s participants were familiar with and which model’s participants have been using through their careers. This survey has been disseminated with the help of the Fire Protection Association NZ, the Institution of Fire Engineers New Zealand and social networks such as LinkedIn and Twitter since June 2017 and through FireNZ 2017 conference. Results To date 93 participants from the NZ fire engineering community have completed this survey. Most of them are fire engineers working as fire consultants or designers (71%) while the remaining ones are engineers, fire officers and academics. The average work experience in fire safety of those participants is ten years, while the average years of experience in performance-based design and evacuation models is six years and five years respectively. According to this sample, the most known evacuation model in New Zealand is Pathfinder (67%) followed by FDS+Evac (63%), Exodus and STEPS (50%), Simulex (45%) and EvacuatioNZ (42%). While all the remaining models (i.e. Legion, Mass Motion, VISSIM, PedGo) are below 40%. In line with these statistics the most used model is Pathfinder (64%) followed by FDS+Evac (40%), EvacuatioNZ and Simulex (24%), STEPS (18%) and Exodus (16%). Finally, the results indicate that the most favourite model is still Pathfinder (58%) followed by FDS+Evac (20%) and EvacuatioNZ (10%). It is worth clarifying that those statistics do not add up to 100% as many participants stated to be aware and that they have used more than one model through their careers. A summary of these statistics is illustrated in Figure 1. From the awareness viewpoint, the proposed results show many similarities with those from an international survey carried Advancements in Civil Engineering & TechnologyC CRIMSON PUBLISHERS Wings to the Research ISSN 2639-0574
  • 2. Adv Civil Eng Tech Copyright © Ruggiero Lovrelio 2/3How to cite this article: Ruggiero L, Ed Claraidge, Phil J. Evacuation Modelling in New Zealand the Result of An Online Survey. Adv Civil Eng Tech .1(4). ACET.000520.2018. DOI: 10.31031/ACET.2018.01.000520 Volume - 1 Issue - 4 out by Ronchi and Kinsey [6] in 2011, who identify many of the same models as the most known and used models around the world as illustrated in Figure 2. The only difference is the awareness and use of EvacuatioNZ which is not as popular internationally as it is in New Zealand. From the use point of view, the use of evacuation models in New Zealand differs from other countries. Figure 1: Percentages of the awareness, use and preference of evacuation models in New Zealand. Figure 2: Comparison of the awareness and use of evacuation models in New Zealand and other countries. Finally, these results indicate that the majority of the participants are not aware of many of the other computational evacuation models which have been developed by research groups and companies over the past 20 years but are not mentioned in this article. This lack of awareness could inhibit informed model selection as modellers are then not aware of the capabilities of all theavailableevacuationmodels[6].Therefore,thissurveyidentifies the need for a platform to provide updated information about all of the existing evacuation models, the behavioural assumptions or statements underpinning those models and the implemented behavioural sub-models for the pre-evacuation decision making, exit and route choices [10-17]. Acknowledgement The authors thank Michael Spearpoint (Olsson Fire & Risk) and Steve Gwynne (National Research Council Canada) for reviewing this article. References 1. International Atomic Energy Agency (2010) Environmental Impact Assessment of Nuclear Desalination. IAEATECDOC- 1642, IAEA, Vienna, Austria, pp. 140. 2. AMTA (2007) Water Desalination Processes. 3. World Water Vision Commission Report (2000) A Water Secure World, World Water Forum. The Hague, Netherlands.
  • 3. 3/3How to cite this article: Ruggiero L, Ed Claraidge, Phil J. Evacuation Modelling in New Zealand the Result of An Online Survey. Adv Civil Eng Tech .1(4). ACET.000520.2018. DOI: 10.31031/ACET.2018.01.000520 Adv Civil Eng Tech Copyright © Ruggiero Lovrelio Volume - 1 Issue - 4 4. IAEA (2000) Status of Non-Electric Nuclear Heat Applications: Technology and Safety. IAEA-TECDOC-1184, Vienna, Austria, pp. 296. 5. IAEA (1997) Experience gained in the operation and maintenance of the nuclear desalination plant in Aktau, Kazakhstan. Nuclear Desalination of Sea Water IAEA, Vienna Austria, pp. 1-576. 6. (2000) Examining the Economics of Seawater Desalination Using the DEEP Code. IAEATECDOC- 1186, IAEA, Vienna, Austria, pp. 88. 7. Wangnick K (2001) Present status of thermal seawater desalination techniques. IDA Journal 10: 1. 8. International Atomic Energy Agency (1990) Use of Nuclear Reactors for Seawater Desalination. IAEA-TECDOC-574, Vienna, Austria, pp. 212. 9. International Atomic Energy Agency (1992) Technical and Economic Evaluation of Potable Water Production through Desalination of Seawater by Using Nuclear Energy and Other Means, IAEA-TECDOC- 666, Vienna, Austria, pp. 148. 10. International Atomic Energy Agency (1997) Nuclear Desalination of Sea Water. (Proc. Conf. Taejon, 1997), IAEA, Vienna, Austria. 11. Doval A, Masriera N (1999) Analysis of desalination system models relevant for the safety evaluation of a nuclear desalination plant. IDA World Congress on Desalination and Water Reuse, San Diego, California, USA. 12. Chang MH, Sim SK, Hwang YD (1999) SMART-An Advanced Small integral PWR for Nuclear Desalination and Power Generation. Global ’99-International Conference on Future Nuclear Systems, Jackson Hole, Wyoming, USA. 13. Bae KH, Kim HC, Chang MH, Sim SK (2001) Safety Evaluation of the Inherent and Passive Safety Features of the SMART Design. Annals of Nuclear Energy 2: 333-349. 14. Chang HJ, Yeo W (2002) Advanced Design Features Adopted in SMART, IAEA-SR- 218/28. International Seminar on Status and Prospects for Small and Medium Size Reactors, Cairo, Egypt, 2001, IAEA, Vienna Austria, pp. 134. 15. International Atomic Energy Agency (2000) Introduction of Nuclear Desalination: A Guidebook. Technical Reports Series No. 400, IAEA, Vienna, Austria, pp. 291. 16. International Atomic Energy Agency (2000) Guidance for Preparing User Requirements Documents for Small and Medium Reactors and their Application. IAEATECDOC- 1167, Vienna, Austria, pp. 102. 17. International Atomic Energy Agency (2001) Safety Aspects of Nuclear Plants Coupled with Seawater Desalination and/or Other Heat Utilization Units, Vienna, Austria, pp. 88. For possible submissions Click Here Submit Article Creative Commons Attribution 4.0 International License Advancements in Civil Engineering & Technology Benefits of Publishing with us • High-level peer review and editorial services • Freely accessible online immediately upon publication • Authors retain the copyright to their work • Licensing it under a Creative Commons license • Visibility through different online platforms