Impact Analysis of Railway Projects in a Flexibility Perspective 559The possibility and effect of dividing railway investments in<strong>to</strong> smaller independentprojects, or sections, is affected by the high integration in a railway system.Bruzelius et al. (1993) point out that railways are the only transportation mode(except pipelines) where each vehicle has only one dimension of freedom. Ships,vehicles on roads and aeroplanes on the ground have two modes of freedom(even though the sideway freedom may be limited for vehicles on roads andaeroplanes). Aeroplanes in the air have three degrees of freedom. In contrast <strong>to</strong>other transport modes, a whole trip must therefore be allocated in one planningstep for railways. While a bus company can schedule its individual serviceslargely independently, a rail opera<strong>to</strong>r must consider the interaction between vehiclesand infrastructure (Nash, 1992). A potential travel time reduction on railwayscannot be realized unless the whole timetable system is adjusted <strong>to</strong> accommodatethe change. Consequently, Nash claims that railway infrastructure projectappraisal cannot be seen as a separate activity, isolated from the general businessplanning of the railway operation.Challenges related <strong>to</strong> forecasts are also known in other disciplines, such assupply chain management. Tyndall et al. (1998, p. 75) advise strategies <strong>to</strong> deemphasizeforecasts, rather than trying <strong>to</strong> improve them, because “forecasts arealways inaccurate”. A key issue in de-emphasizing forecasts is short lead-times.Thereby, production volumes can be adjusted by actual, rather than estimated,demand. The real options approach <strong>to</strong> railway investment decisions used byBergendahl (2002) is based on a similar logic, where the decision <strong>to</strong> build the nextsection of a major railway project is dependent on the demand generated by theimprovements from the construction of a first section. The projects analysed inthe present paper are chosen <strong>to</strong> illustrate effects of different decision and executionmodels of the investment projects.MethodologyThe study is a multiple case study, in the terminology used by Yin (2003). Onecharacteristic of case studies is that multiple sources of information are used.The analysis of four railway projects is based on a range of information sources,the most important of which are as follows:●●●Archives, both within the involved organizations, as well as publicly availableinformation. These include project documentation, evaluation reports, andquantitative information such as timetables and statistics.Interviews.Participating observation in meetings, etc., where the projects have beendiscussed.The analysed projects were carried out between 1986 and 2003. An overview ofthe projects in the study is shown in Table 1. The overview shows that the projectswere largely carried out in parallel. The studied projects included four of the largestNorwegian railway line investments since 1980.Norwegian RailwaysBefore the results are presented, a short introduction <strong>to</strong> the railway situation inNorway is given. The former public enterprise NSB was split in<strong>to</strong> the train opera<strong>to</strong>r
560 N. O. E. Olsson et al.Table 1.Overview of the studied projectsFinal cost( millions) Type of projectConstructionbegunConstructionendedGardermoen line 968 new line (double track) 1994 1999Vestfold line 159 from a single <strong>to</strong> a doubletrack 1993 2002Østfold line (Ski–Sandbukta) 195 from a single <strong>to</strong> a doubletrack 1987 1996Bergen line (Finse-Gråskallen) 101 major improvements of theexisting single-track line 1990 1999NSB BA (now NSB AS), The Norwegian Railway Inspec<strong>to</strong>rate and the NorwegianNational Rail Administration in 1996. Competitive bidding for subsidized traffic isunder introduction and new train opera<strong>to</strong>rs have entered the freight market.The Norwegian railway network consists of 4077 km of railway line, of which38% is not electrified (based on information given at http://www.jernbaneverket.no).A special characteristic of the Norwegian rail network is the relativelylow share of double tracks. Only 5% of the network consists of double tracks. Alldouble tracks are close <strong>to</strong> Oslo. All long-distance, regional and freight trainsmainly run on single tracks. Many commuter trains in the Oslo region are run onboth single and double tracks. Figure 1 shows an overview of the Norwegian railnetwork along with the location of the studied projects.Figure 1. Norwegian rail network and location of studied projects (in grey). The relative size location of the new built rail lines are only indicativeBetween 1975 and 1991, the number of passengers on Norwegian railways wasfairly stable at around 33 and 38 million passengers per annum, respectively, witha declining tendency from 1981. From 1991 <strong>to</strong> 2000, there was an increase innumbers. In 1991, the <strong>to</strong>tal number of passengers was 33.4 million, while thenumber was 55.3 millions in 2000 (data from http://www.ssb.no). Beginning in2001, there was a downward trend in the numbers of passengers, which at thetime of writing have levelled out and show signs of improvements. Buses haverepresented a fairly constant transport volume for most of the last 30 years, withan increase during the last few years, when express coach traffic has been deregulated(JBV Utredning, 2004). Air traffic volumes affect rail ridership in two ways:first, as competition <strong>to</strong> long-distance trains; and second, related <strong>to</strong> train traffic <strong>to</strong>and from airports, and Oslo Airport Gardermoen in particular. Norwegian airtraffic has been growing for a number of years, until 2000. After a few years ofdecline and fierce price completion, air travel is now growing again.Results from an Analysis of the ProjectsFigure 2 shows that the four projects all had different characteristics about how theywere planned <strong>to</strong> be executed, and how they actually were carried out. In Figure 2,a ‘planned approach’ relates <strong>to</strong> how a project was intended <strong>to</strong> be decided upon andexecuted in the front-end phase, typically described in a ‘main report’ for the project,dated at least 1 year before final approval of the project in parliament. An ‘actualapproach’ describes how the projects were finally decided upon and executed.Figure 2. Model for the planning and execution of railway investment projects, and how the studied fit in<strong>to</strong> the modelAll the studied projects were divided in<strong>to</strong> sections for practical purposes. Thedistinctions between an ‘integrated’ and ‘section-by-section’ approach in Figure 2relate primarily <strong>to</strong> the decision process. Projects that actually were executed as
- Page 1 and 2:
ISBN 82-471-8121-5 (printed ver.)IS
- Page 3:
Preface and AcknowledgementsThe wor
- Page 7 and 8:
Table of ContentsPreface and Acknow
- Page 9 and 10:
Paper OverviewThe following papers
- Page 11 and 12:
AbstractTraditionally, projects ten
- Page 13 and 14:
alternative use. There are indicati
- Page 15 and 16:
1. Introduction1. IntroductionThis
- Page 17 and 18:
1. IntroductionFlexible projects ar
- Page 19 and 20:
1. IntroductionA literature review
- Page 21 and 22:
2. Study design2. Study designThe r
- Page 23 and 24:
2. Study designInformation Content
- Page 25 and 26:
3. Flexibility in different project
- Page 27 and 28:
3. Flexibility in different project
- Page 29 and 30:
3. Flexibility in different project
- Page 31 and 32:
4. Project stakeholders4. Project s
- Page 33 and 34:
4. Project stakeholdersmandatory qu
- Page 35 and 36:
4. Project stakeholdersBased on res
- Page 37 and 38:
5. Effectiveness and efficiency5. E
- Page 39 and 40:
5. Effectiveness and efficiencyconf
- Page 41 and 42:
5. Effectiveness and efficiencyDegr
- Page 43 and 44:
6. Project flexibility categorisati
- Page 45 and 46:
6. Project flexibility categorisati
- Page 47 and 48:
6. Project flexibility categorisati
- Page 49 and 50:
7. Conclusions7. ConclusionsThis th
- Page 51 and 52:
7. ConclusionsProject phasesFlexibi
- Page 53 and 54:
7. ConclusionsEnablersThis thesis r
- Page 55 and 56:
7. Conclusions16, Figure 17, and Fi
- Page 57 and 58:
7. Conclusions4. AbsorptionAbsorpti
- Page 59 and 60:
7. ConclusionsThere appears to be a
- Page 61 and 62:
ReferencesAbbot, A. & Banerji, K. 2
- Page 63 and 64:
Gareis, R. 2004. Maturity of the Pr
- Page 65 and 66:
Miller, R. & Lessard, D. 2000. The
- Page 67 and 68: Part 2.
- Page 69 and 70: Paper 1.Olsson, N.O.E. 2006. Manage
- Page 71 and 72: N.O.E. Olsson / International Journ
- Page 73 and 74: N.O.E. Olsson / International Journ
- Page 75 and 76: N.O.E. Olsson / International Journ
- Page 77 and 78: N.O.E. Olsson / International Journ
- Page 79 and 80: Paper 2.Magnussen, O.M. & Olsson, N
- Page 81 and 82: 282 O.M. Magnussen, N.O.E. Olsson /
- Page 83 and 84: 284 O.M. Magnussen, N.O.E. Olsson /
- Page 85 and 86: 286 O.M. Magnussen, N.O.E. Olsson /
- Page 87 and 88: 288 O.M. Magnussen, N.O.E. Olsson /
- Page 89 and 90: Projects trapped in their freedom:
- Page 91 and 92: 1. IntroductionThe purpose of this
- Page 93 and 94: project phases: preparation, freezi
- Page 95 and 96: establish realistic cost and time f
- Page 97 and 98: 4. ResultsIn the following, the emp
- Page 99 and 100: lowered the quality but the volume
- Page 101 and 102: Percent ofproject onSize of remaini
- Page 103 and 104: flexibility is introduced by the us
- Page 105 and 106: 100 %First official estimateApprova
- Page 107 and 108: ReferencesAndersen, B., Fagerhaug,
- Page 109 and 110: Paper 4.Olsson, N.O.E. 2004. ‘Fle
- Page 111 and 112: The concept of project flexibilityF
- Page 113 and 114: 3. CONCLUSIONSWhat seems to be impl
- Page 115 and 116: Paper 5.Olsson, N.O.E. 2006. ‘Imp
- Page 117: 558 N. O. E. Olsson et al.ex-post s
- Page 121 and 122: 562 N. O. E. Olsson et al.and actua
- Page 123 and 124: 564 N. O. E. Olsson et al.Table 3.
- Page 125 and 126: 566 N. O. E. Olsson et al.Table 7.S
- Page 127 and 128: 568 N. O. E. Olsson et al.with a wi
- Page 129 and 130: Paper 6.Henriksen, B., Olsson, N. &
- Page 131 and 132: In this paper we use the process an
- Page 133 and 134: PROCESS ANALYSIS IN THE PLANNING OF
- Page 135 and 136: final framework for expected patien
- Page 137 and 138: User involvement also generated exp
- Page 139: Paper 7.Olsson, N.O.E. & Samset, K.
- Page 155 and 156: Project flexibility and front-end m
- Page 157 and 158: uncertainty. External flexibility c
- Page 159 and 160: 5.2. Flexibility in decision proces
- Page 161 and 162: Degree of redundancySlackPrecisionC