Stochastics and Statistics
Sampling on successive occasions to re-estimate future asset management expenditure

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Abstract

Sampling schemes are used by the utilities such as electricity and water to assess the condition of their networks, and hence to predict future expenditure. Frequently the assessment process has to be carried out on a regular basis, e.g. every 5 years. However there is little published literature to provide guidance as to how much resampling to undertake, how to use the extra information gained and how accurate the results are likely to be. Therefore this paper describes simple linear and quadratic regression models for predicting future condition and investigates their performance. As this investigation requires all items to have a full condition history, a deterioration model is developed to generate this information.

Introduction

A major cost commitment for distribution utilities is maintaining their network in a satisfactory condition. Therefore it is important to be able to accurately asses the condition of the network and to predict the likely expenditure for several years ahead both for a company’s own financial planning and for submissions to government regulators, e.g. as a part of the UK water industry’s Asset Management Plan (Lindley, 1992). As network assets are widely spread and can be inaccessible, e.g. buried in the ground, not every item can be inspected in detail. Instead a sampling programme is normally initiated and the conditions of the unsampled items are estimated by comparing their characteristics with those of the sampled items. Metcalfe (1991) discusses the use of classical stratified sampling while Bayesian approaches are described in O’Hagan, 1997, Freeman et al., 1996.

Usually this network assessment and prediction of future expenditure is not a one-off task, but gets repeated at regular intervals, e.g. every 5 years for the UK water industry’s submission to the regulator. Instead of starting from scratch each time, benefit can be obtained from incorporating the earlier samples into the prediction process, and this is especially important when predicting the condition (and so expenditure) in a few years time. However various questions now arise, e.g. How to combine the information from samples at different times?, How much overlap should there be between samples carried out at different times? Relatively little guidance for Asset Managers has been published on these questions. One approach would be to model the deteriorating condition but deterioration modelling (Ansell et al., 1998) usually assumes condition data has been collected on quite a few occasions. When this is the case, deterioration curves (Shahin et al., 1987, Livneh, 1998) or models such as Markov Decision Processes (Wirahadikusumah et al., 1999) can be fitted to the data.

We are interested in the case when sampling has occurred on only two or three occasions. Note that we choose to avoid the approach of combining items of different ages together as construction quality may have varied over time. For example, studies suggest that the percentage of sewers built in the 1940s that are in a poor state is higher than the percentage for those built in the 1920s. Therefore this paper investigates using a simple extrapolation method as an alternative to having a complex deterioration model. Where sampling is carried out on only two occasions, a linear model is used, and where sampling is carried out on three occasions, a quadratic model is employed. In order to analyse the method, items whose condition is known every year are needed. Unfortunately this requirement is rarely met as items that can have this information readily available (e.g. pumps) are often not the kind of items that have to be sampled in order to estimate network condition. (If the inspection cost was low, then which items to sample is less of an issue as the cost of inspecting everything is not prohibitive.) Therefore simulated data sets are analysed so as to gain a better understanding of the capabilities of the approach. A deterioration model was developed for generating these simulated data sets.

Section snippets

Problem definition

It is required to predict the expenditure on assets at a future time tf. We will take this cost to be a function h of the item’s condition. A worse condition can lead to extra cost either through more repair work being needed, e.g. a greater depth of road surface is replaced (Carnahan et al., 1987), or through an increased number of failures. The two functions for h that we will consider are h(x) = x1.5 and h(x) = x2, i.e. the refurbishment cost increases at a super linear rate with respect to

Deterioration model

So as to be able to carry out our analysis, we need to know the condition of each asset throughout its life as

  • We want to investigate different sampling regimes.

  • We have to be able to calculate the true cost of network refurbishment at time tf.

As mentioned earlier, for the kind of assets that are being considered, the condition history for each item is not usually known. Therefore a deterioration model is required to simulate this information. Several methods have been put forward for generating

Predicting the condition

The approach to predicting the future condition of an item was based around assigning a value for its condition at each of the possible sampling times. A model was then fitted to these conditions so that the future conditions of the item could be predicted. If there were two sampling times, then a linear model was fitted, while if there were three, then a quadratic model was used. For example, if there were three sampling times but the item in question was only observed at time t2, then

Analysis of sampling strategies and prediction approaches

The main analysis of different sampling strategies and prediction approaches was performed using data sets of condition histories, typically for 100 or 150 items, generated by the method described earlier. For each set of parameter settings, 200 different sets of condition histories were generated by using different random numbers in the generation process. Hence the variation in the performance of a policy for a given set of parameter values could be investigated, e.g. the mean and standard

Results

Table 1 shows the results for different sampling patterns for the two sampling times 10 and 15 years. The parameter values were α = 0.5, β = 0.4 and γ = 0.1 (Fig. 1 shows a set of 20 condition histories generated with these parameter values), while the refurbishment cost function, h(x), was proportional to an item’s condition to the power 1.5. The parent population was 150 items with 50 sampled at year 10 and 50 at year 15. There is little difference between the different sampling patterns with the

Conclusions

This paper has investigated the situation where items are sampled on 2 or 3 occasions with a view to predicting item conditions at a future time and so to be able to estimate future Asset Management costs. A method for generating item condition histories was developed so as to be able to assess the quality of the predictions. The consequences of having different numbers of items in common at the different sampling times were investigated hand in hand with the performance of two regression based

Acknowledgments

The author wishes to thank Dan Jackson, Rose Baker and the anonymous reviewers for their comments which have greatly improved this paper, particularly with regard to the content and presentation of deterioration modelling.

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