Abstract
In this paper, we model a performance measure of water utilities, considering an undesirable output: the amount of water lost within the network during distribution. We improve three methodological approaches in traditional production technology modeling with an undesirable output. We first adapt the model to the specificities of water production and distribution network. We then extend the analysis to include the economic objectives of three different stakeholders - a regulator that seeks to preserve this natural resource, the operator who wants to maximize his profit, and the consumer who seeks maximum consumption - in the context of a developing country with unfulfilled water demand. Finally, using our model, we estimate the economic value of lost water by its shadow marginal cost, which enables us to evaluate the cost of loss on the water grid in each of the scenarios. We then propose an empirical application for water production in Côte d’Ivoire.
Similar content being viewed by others
Data availability
Available from the author.
Materials availability
Available from the author.
Code availability
Available from the author.
Notes
In collaboration with “Fondation France Libertés”.
As mentioned by Picazo-Tadeo et al. (2008), the main reason for this is that water utilities are supposed to meet a given demand, so the main decision variables to attain efficiency are the level of use of production factors.
In particular those related to repair task (labor and material) as indicated in the introduction.
As mentioned by Kuosmanen, this formulation is nonlinear but its linearization is provided (see Kuosmanen 2005).
Färe and Grosskopf (2010) introduces a slacks-based measure of efficiency based on a directional distance function. They show the correspondence of their slacks-based measure to that obtained by an optimization program incorporating a directional vector whose components are equal to unity or zero depending on the direction of projection on the frontier.
Such problems may manifest in stochastic frontier analysis, relying on Cobb-Douglas or translog production functions.
An armed rebellion broke out in 2002, dividing the country into two parts until 2011. As a result, data was available only on the party under government control. This situation resulted in a deterioration of the DWS infrastructure; thus, the pre-rebellion timeframe better reflected the actual state of DWS in Côte d’Ivoire.
1 Euro = 656 FCFA.
This is the theoretical maximum capacity.
Extra VC* (€) = difference between the compared models’ optimal variable costs.
One can express it differently by saying: “By rationalizing its production costs, the operator gains 8.02 million euros by losing 18,3 million m3 of billed water”.
Given the scale of the problem, the supervisory ministry created in 2021 an investigation brigade called “Eaux Non Facturées”. Composed of 180 specially trained investigators, the brigade has been operational since March 26, 2021 in Abidjan.
With a view to achieving Sustainable Development Goal (SDG) 6, the program “Water for All”, which aims to achieve 100% access to drinking water nationwide by 2030, has been launched.
References
Abbott M, Cohen B (2009) Productivity and efficiency in the water industry. Utilities Policy 17:233–244
Abbott M, Cohen B, Wang WC (2012) The performance of the urban water and wastewater sectors in Australia. Utilities Policy 20(2012):52–63
Aida K, Cooper W, Pastor-Ciurana J, Sueyoshi T (1998) Evaluating water supply services in Japan with RAM: a range-adjusted measure of inefficiency. Omega Int J Manag Sci 26(2):207–232
Alsharif K, Feroz EH, Klemer A, Raab R (2008) Governance of water supply systems in the Palestinian territories: a data envelopment analysis approach to the management of water resources. J Environ Manag 87:80–94
Ananda J, Pawsey N (2019) Benchmarking service quality in the urban water industry. J Product Anal 51(1):55–72
Byrnes P, Grosskopf S, Hayes K (1986) Efficiency and ownership: further evidence. Rev Econ Stat 668:337–341
Charnes A, Cooper WW, Rhodes E (1978) Measuring the efficiency of decision making units. Eur J Oper Res 2(6):429–444. https://doi.org/10.1016/0377-2217(78)90138-8
Coelli T, Walding S (2005) Performance measurement in the Australian water supply industry. CEPA Working Paper Series, 01. https://economics.uq.edu.au/cepa/working-papers#2005
Cubbin J, Tzanidakis G (1998) Regression versus data envelopment analysis for efficiency measurement: an application to the England and Wales regulated water industry. Utilities Policy 7:75–85
Destandau F, Garcia S (2014) Service quality, scale economies and ownership: an econometric analysis of water supply costs. J Regul Econ 46:152–182
Diakité D, Thomas A (2013) Structure des coûts d’alimentation en eau potable: une analyse sur un panel d’unités de production ivoiriennes. Louvain Econ Rev 79(1):83–114
Färe R, Grosskopf S (2003) Non-parametric productivity analysis with undesirable outputs: comment. Am J Agric Econ 85(4):1070–1074
Färe R, Grosskopf S (2010) Directional distance functions and slacks-based measures of efficiency. Eur J Oper Res 200.1(2010):320–22
Garcia S, Thomas A (2001) The structure of municipal water supply costs: application to a panel of french local communities. J Product Anal 16:5–29
García-Sánchez I (2006) Efficiency measurement in Spanish local government: the case of municipal water services. Rev Policy Res 23(2):355–371
Gupta S, Kumar S, Sarangi GK (2006) Measuring the performance of water service providers in urban India: Implications for managing water utilities. Working Paper No. NIUA WP 06–08. National Institute of Urban Affairs, New Delhi
Hernandez-Sancho F, Molinos-Senante M, Sala-Garrido R, Del Saz-Salazar S (2012) Tariffs and efficient performance by water suppliers: an empirical approach. Water Policy 14(5):854–864
Kneip A, Simar L, Wilson PW (2008) Asymptotics and consistent bootstraps for DEA estimators in non-parametric frontier models. Econometric Theory 24(6):1663–1697
Kumar S (2010) Unaccounted for water and the performance of water utilities: an empirical analysis from India. Water Policy 12:707–721
Kuosmanen T (2005) Weak disposability in nonparametric production analysis with undesirable outputs. Am J Agric Econ 87:1077–1082
Kuosmanen T, Podinovski VV (2009) Weak disposability in nonparametric production analysis: reply to Färe and Grosskopf. Am J Agric Econ 91(2):539–545
Lambert D, Dichev D, Raffiee K (1993) Ownership and sources of inefficiency in the provision of water services. Water Resour Res 29:1573–1578
Maziotis A, Molinos-Senante M, Sala-Garrido R (2017) Assesing the impact of quality of service on the productivity of water industry: a Malmquist-Luenberger approach for england and wales. Water Resour Manag 31(8):2407–2427
Molinos-Senante M, Maziotis A, Sala-Garrido R (2016) Estimating the cost of improving service quality in water supply: a shadow price approach for England and Wales. Sci Total Environ 539:470–477
Nauges C, Berg VDC (2008) Economies of density, scale and scope in the water supply and sewerage sector: a study of four developing and transition economies. J Regul Econ 34:144–163
Picazo-Tadeo AJ, Sàez-Fernàndez FJ, Gonzàlez-Gòmez F (2008) Does service quality matter in measuring the performance of water utilities? Utilities Policy 16:30–38
Picazo-Tadeo AJ, Sàez-Fernàndez FJ, Gonzàlez-Gòmez F (2009) The role of environmental factors in water utilities’ technical efficiency. Empirical evidence from Spanish companies. Appl Econ 2009(41):615–628
Podinovski V, Kuosmanen T (2011) Modelling weak disposability in data envelopment analysis under relaxed convexity assumptions. Eur J Oper Res 211:577–585
Politis DN, Romano JP (1994) Large sample confidence regions based on subsamples under minimal assumtions. Ann Stat 22(4):2031–2050. https://doi.org/10.1214/aos/1176325770
Politis DN, Romano JP (1999) Subsampling. Springer, New York
Pommier F, Truquin S (2014) Encore trop de fuites d’eau en France ! 60 millions de consommateurs, Mensuel - N° 492 - avril 2014, 14–18
Renzetti S, Dupont D (2003) Ownership and performance of water utilities. Greener Manag Int 42:9–19
Romano G, Guerrini A (2011) Measuring and comparing the efficiency of water utility companies: a data envelopment analysis approach. Utilities Polic 19:202–209
Romano G, Molinos-Senante M, Guerrini A (2017) Water utility efficiency assessment in Italy by accounting for service quality: an empirical investigation. Utilities Policy 45:97–108
SODECI (2013) Rapport de gestion 2013. https://www.sodeci.ci/public/publications/Rapport-de-Gestion-SODECI-2013/
SODECI (2021) Rapport de gestion 2021. https://www.sodeci.ci/public/publications/ra_sodeci_2021/
Tupper H, Resende M (2004) Efficiency and regulatory issues in the Brazilian water and sewerage sector: an empirical study. Utilities Policy 12:29–40
De Witte K, Marques RC (2010) Influential observations in frontier models, a robust non-oriented approach to the water sector. Ann Oper Res 181(1):377–392
De Witte K, Saal DS (2010) Is a little sunshine all we need? On the impact of sunshine regulation on profits, productivity and prices in the Dutch drinking water sector. J Regul Econ 46:152–182
Acknowledgements
The authors are grateful to Hervé Leleu for helpful methodological comments and estimation expertise on previous version of this paper.
Author contributions
All authors contributed to the study conception and design. Material preparation, data collection and analysis were performed by J-PB, DD and RP. The first draft of the manuscript was written by DD and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no competing interests.
Additional information
Publisher’s note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Appendix
Appendix
A.1. Dealing with abatement factors in our specific frame.
In the Färe and Grosskopf (2003) we show below the abatement factor θ is equal to the unit.
We have:
Given \(V_{bill} + V_{loss} = V_{prod} = V_{bill}^ \ast + V_{loss}^ \ast\), hence θ = 1.
In the modified Kuosmanen (2005) and Kuosmanen and Podinovski (2009) model, we can show, equivalently, that DMU-specific abatement factors are also equal to the unit \(\theta _i = 1,\,\forall i \in I,\). In NLP1 we can re-write the first constraint at the optimum as:
At the same time we also have that: \(\mathop {\sum}\nolimits_{i = 1}^I {\lambda _iV_{prod_i}} = V_{prod_o} \Rightarrow \,\theta _i = 1,\,\forall i \in I.\)
A.2. Equivalence between programs LP2 and LP3.
From LP2:
From the second constraint of LP2, we have:
By reporting the result in the first constraint, we get:
Given: \(V_{bill_j} + V_{loss_j} = V_{{\it{Pr}}o{\it{d}}_j},\,\forall \,j = 1, \ldots ,J\)
Hence LP3:
A.3. Descriptive statistics for DRs
Table 10b–k
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Boussemart, JP., Diakité, D. & Parvulescu, R. Performance of Water Utilities Evaluated from Different Stakeholders Perspectives: An Application to the Ivorian Sector. J Prod Anal 60, 87–105 (2023). https://doi.org/10.1007/s11123-023-00676-1
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11123-023-00676-1