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An Efficient Pollution Control Instrument: The Case of Urban Wastewater Pollution

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Abstract

Urban wastewater and agriculture activities are the main sources of urban water pollution and of eutrophying nutrients in many water ecosystems. Several EU directives have been adopted and affect the control of urban water pollution. The EU legislation requires the achievement of good ecological and chemical status in all water. This paper focuses on the use of economic instruments as a priority in the context of implementation. Our analysis only considers public wastewater utilities facing demand and capacity shocks. The proposed mechanism constitutes efficient means of moving towards sustainability by promoting full-cost pricing and considering external costs from wastewater services. Environmental damage associated with urban water pollution are internalized. The model also explicitly considers the investment needed to set-up wastewater system facilities. Our results indicate that savings in capacity could be achieved by adopting the proposed incentive-based mechanism that characterizes the optimal capacity selection rule.

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Notes

  1. The United Nations designated 2008 as the Year of Sanitation due to World Health Organization estimates of 80% of all sickness in the world being attributed to unsafe water and sanitation (UN Wire, 17 August 2007).

  2. Council Directive 98/83/EC on water intended for human consumption.

  3. The estimated cost for complying with the provisions of the directive in the different EU 15 member states is about 130 billion euros [33].

  4. On 24 June 2004, the European Court of Justice condemned Greece for not taking the necessary measures for the installation of a collecting system for urban wastewater.

  5. For example, the Czech government estimated the figure for achieving EU water standards at US $2.5 billion to be invested in the water sector by 2010, for 99 new treatment plants, 21 new sewerage systems, and 141 upgrades.

  6. Agglomeration usually refers to cities or towns. The generated load of agglomerations can be used as a parameter to calculate the capacity of treatment plants in the planning stage. The plant is dimensioned based on this load, after including an additional multiplying factor in the calculation (i.e., to take account of seasonal variations and a possible extension of the agglomeration).

  7. Population equivalent (P.E.) is the standard unit for calculating the organic biodegradable pollution load and refers to the organic pollution in wastewater.

  8. Transition periods must not exceeds 2015 and in one case, Romania, smaller agglomerations have to comply by 2019.

  9. The term “water services” has been introduced in the WFD, Article 2, point 38. The term was further specified in the WATECO guidance document since this term is of importance for taking into account the principle of recovery of the costs of water services including environmental and resources costs.

  10. As stated in the directive, pricing is a “basic” measure (Art. 11-3b).

  11. I thank the Editor-in-Chief and the Associate Editor of this journal for bringing different works to my attention.

  12. Only the few recent contributions related to wastewater services are reviewed.

  13. For a recent account of different models for environmental management, see [22, 27, 29].

  14. Sometimes, the direct use of water from natural sources by some industries represents in some case roughly 75% of total water consumption [25].

  15. This implies that the consumer’s marginal utility for money is constant. It simplifies some technical points, but mainly allows us to use surplus analysis [23, 3032]: this special form makes expected utility exactly equal to expected consumer’s surplus.

  16. We assume that branch pipe includes a wastewater meter.

  17. Also called the single-crossing condition or the sorting condition because it may allow us to sort through the different types of the consumer [23].

  18. We suppose that the second-order conditions are verified.

  19. Commercial and industrial water users have a wide range of technology, input and project choices that affect their water-born waste load. Facing an increase in sewage charges, industrial and commercial users often find that the public sewer system is no longer the most cost-effective means of sewage disposal. Instead, recycling and reuse emerge as more economical options, and industries choose to switch to more self-treatment and effluent reuse. Also, facing more stringent regulation, several industries, including chemical, pulp and paper, textiles and metallurgy industries, have changed production processes and have made significant progress in reducing their waste services demands.

  20. I thank a referee for pointing this out.

  21. Wastewater utilities in different regions in the United States charge outside-city users higher wastewater rates by about 15% than inside-city users. It depends on how these regions are committed to environmental preservation and health.

  22. If the public utility buys extra capacity off neighboring ones, then it can sell any when other utilities have excess demand. This implies that the structure of the model must be modified. In the following φ is assumed to represent the marginal social cost of overflows. I thank a referee for pointing this out.

  23. For both, the assumed fixed proportional technology and the penalty technology to be an economical option, φ should be in the range defined above.

  24. In the following, we consider that the second-order conditions associated with the optimization problems, both locally and globally, are verified.

  25. The term \(\left( 1-\mathcal{F}_{\tau }\left( \widetilde{\omega }_{\tau }\right) \right) \) can be considered, for example, as the probability that severe weather conditions occur or peak periods take place following a common shock.

  26. It should be noted that computations are sometimes cumbersome. Derivations are relegated to the Appendix. While the calculations are messy, they are not difficult.

  27. λ can also be viewed as the shadow price of public funds [23].

  28. Recall that φ is the social cost of overflows.

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Acknowledgements

For useful comments and suggestions that improved the presentation, I especially thank the Editor-in-Chief and the Associate Editor of this journal. I also gratefully acknowledge the extensive comments on the paper received from two anonymous referees that have helped me to improve it. I alone, however, am responsible for any error or omission. Financial support from the Portuguese Ministry of Science and Technology is gratefully acknowledged.

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Correspondence to Jihad C. Elnaboulsi.

Appendix

Appendix

The Kuhn–Tucker necessary conditions for maximizing the program in Eq. 22 with respect to p, and k will be

$$ \begin{array}{rll}\label{eq34} \frac{\partial \underset{\omega }{E}\left( S^{\ast }\right) }{\partial k} \! = \! \int\limits_{\widetilde{\theta }}^{1}\left( \left. \frac{\partial \underset{\omega }{E}\left( S\right) }{\partial k}\right\vert _{\Psi _{\theta }=\Psi _{\theta }^{\ast }}\right) {\rm d}H\left( \theta \right) \! = \! -\int\limits_{\widetilde{\theta }}^{1}\Psi _{\theta }^{\ast }{\rm d}H\left( \theta \right)\\ \end{array} $$
(34)
$$ \begin{array}{rll} \dfrac{\partial \underset{\omega }{E}\left( \Pi \right) }{\partial k} &=&\int\limits_{\widetilde{\theta }}^{1}\left( k\frac{\partial \Psi _{\theta }^{\ast }}{\partial k}+\Psi _{\theta }^{\ast }\right) {\rm d}H\left( \theta \right)\\ &&+\,\left( p-c\right) \sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{ \theta }}^{1}\frac{\partial \Psi _{\theta }^{\ast }}{\partial k}\left( 1-\mathcal{F}_{\tau }\left( \omega _{\tau }^{\ast }\right) \right) {\rm d}H\left( \theta \right) \\ &&-\,\varphi \sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\omega } _{\tau }}^{\omega _{\tau }^{+}}\frac{\partial \left( X_{\tau }-\Lambda \right) }{\partial k}{\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right)\label{eq35} \end{array} $$
(35)

Combining the last two equations, and taking into account the break-even constraint, the optimal condition for a maximum k is giving by

$$ \begin{array}{rll} &&{\kern-6pt} \dfrac{\partial \underset{\omega }{E}\left( \mathcal{L} \right) }{\partial k} \\ &&{\kern3pt}=\Lambda \int\limits_{\widetilde{\theta }}^{1}\Psi _{\theta }^{\ast }{\rm d}H\left( \theta \right) \\ &&{\kern3pt}{\kern7pt} + \! \left( 1 \! + \! \lambda \right) \left\{ \left( p \! - \! c\right) \sum\limits_{\tau =1}^{\Gamma }\int\limits_{ \widetilde{\theta }}^{1}\frac{\partial \Psi _{\theta }^{\ast }}{\partial k} \left( 1 \!- \! \mathcal{F}_{\tau }\left( \omega _{\tau }^{\ast }\right) \right) {\rm d}H\left( \theta \right) \right\}\\ &&{\kern3pt}{\kern7pt} +\left( 1+\lambda \right) \!\left\{\! k\int\limits_{\widetilde{\theta }}^{1}\frac{\partial \Psi _{\theta }^{\ast }}{\partial k}{\rm d}H\left( \theta \right) \vphantom{\underset{a}{ \underbrace{\sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\omega } _{\tau }}^{\omega _{\tau }^{+}}\frac{\partial \left( X_{\tau }-\Lambda \right) }{\partial k}{\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) }}}\right.\\ && \quad\qquad\qquad\left.-\varphi \underset{a}{ \underbrace{\sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\omega } _{\tau }}^{\omega _{\tau }^{+}}\frac{\partial \left( X_{\tau }-\Lambda \right) }{\partial k}{\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) }}\! \right\} =0\\ \label{eq36} \end{array} $$
(36)

Concerning p, we have

$$ \begin{array}{rll} \frac{\partial \underset{\omega }{E}\left( S^{\ast }\right) }{\partial p} &=&\sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\theta } }^{1}\left( \left. \frac{\partial \underset{\omega }{E}\left( S\right) }{ \partial p}\right\vert _{\Psi _{\theta }=\Psi _{\theta }^{\ast }}\right) {\rm d}H\left( \theta \right)\\ \frac{\partial \underset{\omega }{E}\left( S^{\ast }\right) }{\partial p} &=&\sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\theta } }^{1}\left\{ \int\limits_{\omega _{\tau }^{-}}^{\omega _{\tau }^{\ast }}-q_{\tau }^{\ast }\left( \theta \right) {\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) \right\} {\rm d}H\left( \theta \right) \\ &&-\sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\theta } }^{1}\left\{ \Psi _{\theta }^{\ast }\left( 1-\mathcal{F}_{\tau }\left( \omega _{\tau }^{\ast }\right) \right) \right\} {\rm d}H\left( \theta \right)\label{eq37} \end{array} $$
(37)
$$ \begin{array}{rll} &&{\kern-6pt} \dfrac{\partial \underset{\omega }{E}\left( \Pi \right) }{\partial p}\\ &&= \sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\theta } }^{1}\!\left\{ \int\limits_{\omega _{\tau }^{-}}^{\omega _{\tau }^{\ast }}\!q_{\tau }^{\ast }\left( \theta \right) {\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) \!+\!\Psi _{\theta }^{\ast }\left( 1\!-\!\mathcal{F}_{\tau }\left( \omega _{\tau }^{\ast }\right) \right) \right. \!+\!( p\!-\!c) \\ &&{\kern6pt} \times\!\left. \left( \int\limits_{\omega _{\tau }^{-}}^{\omega _{\tau }^{\ast }} \frac{\partial q_{\tau }^{\ast }\left( \theta \right) }{\partial p} {\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) \!+\!\frac{\partial \Psi _{\theta }^{\ast }}{\partial p}\left( 1\!-\!\mathcal{F}_{\tau }\left( \omega _{\tau }^{\ast }\right) \right) \!\right) \!\!\right\}\! \mathit{{\rm d}H}\left( \theta \right) \\ &&{\kern6pt} +\,k\int\limits_{\widetilde{\theta }}^{1}\frac{\partial \Psi _{\theta }^{\ast }}{\partial p}{\rm d}H\left( \theta \right) -\varphi \sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\omega }_{\tau }}^{\omega _{\tau }^{+}} \frac{\partial \left( X_{\tau }-\Lambda \right) }{\partial p}{\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right)\\ \label{eq38} \end{array} $$
(38)

Combining the last two equations, and taking into account the break-even constraint, the optimal condition for a maximum p is giving by the following relation

$$ \begin{array}{rll} &&{\kern-6pt} \dfrac{\partial \underset{\omega }{E}\left( \mathcal{L} \right) }{\partial p} \\ &&= \left( 1+\lambda \right) \left\{ k\int\limits_{\widetilde{\theta }}^{1} \frac{\partial \Psi _{\theta }^{\ast }}{\partial p}{\rm d}H\left( \theta \right) \right\} + \lambda \sum\limits_{\tau =1}^{\Gamma }\\ &&{\kern6pt} \times\,\int\limits_{\widetilde{\theta } }^{1}\!\left\{ \int\limits_{\omega _{\tau }^{-}}^{\omega _{\tau }^{\ast }}q_{\tau }^{\ast }\left( \theta \right) {\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) +\Psi _{\theta }^{\ast }\left( 1-\mathcal{F}_{\tau }\left( \omega _{\tau }^{\ast }\right) \right) \!\right\}\! {\rm d}H\left( \theta \right)\\ &&{\kern6pt} +\left( 1\!+\!\lambda \right) \!\left\{\! ( p\!-\!c) \sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\theta }}^{1}\!\left( \int\limits_{\omega _{\tau }^{-}}^{\omega _{\tau }^{\ast }}\frac{\partial q_{\tau }^{\ast }\left( \theta \right) }{\partial p}{\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) \!\right)\! \mathit{{\rm d}H}\left( \theta \right) \!\!\right\}\\ &&{\kern6pt} +\left( 1\!+\!\lambda \right) \!\left\{ \!( p\!-\!c) \sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\theta }}^{1}\left( \frac{\partial \Psi _{\theta }^{\ast }}{\partial p}\left( 1-\mathcal{F}_{\tau }\left( \omega _{\tau }^{\ast }\right) \right) \!\right)\! {\rm d}H\left( \theta \right) \!\right\} \\ &&{\kern6pt} -\left( 1+\lambda \right) \left\{ \varphi \underset{b}{\underbrace{ \sum\limits_{\tau =1}^{\Gamma }\int\limits_{\widetilde{\omega }_{\tau }}^{\omega _{\tau }^{+}}\frac{\partial \left( X_{\tau }-\Lambda \right) }{ \partial p}{\rm d}\mathcal{F}_{\tau }\left( \omega _{\tau }\right) }}\right\} =0\label{eq39} \end{array} $$
(39)

Equations 36 and 39 can be arranged to give Eqs. 26 and 27 in the text.

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Elnaboulsi, J.C. An Efficient Pollution Control Instrument: The Case of Urban Wastewater Pollution. Environ Model Assess 16, 343–358 (2011). https://doi.org/10.1007/s10666-011-9261-7

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