Innovative mini-hydro device for the recharge of electric vehicles in urban areas
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The aim of the present study is to evaluate the technical and economic feasibility of supplying recharge points for Electric Vehicles converting water pressure in excess into electric energy from a water distribution network. A real water distribution network was analyzed, by designing a power station consisting of three components: a Pump-as-Turbine, an ad hoc generator, and a control system. The last one controls the flow rate trend at the inlet of the Pump-as-Turbine to regulate the rotational speed corresponding to the optimal range of efficiency. Energy produced permits to supply a recharging point for Electric Vehicles on site with the aim to convert water pressure generally dissipated and, consequently, lost into a renewable energy and to reduce power grid congestion. The economic analysis confirms the convenience of the proposed power station, and overall, a comparable cost with pressure reduction valve devices normally adopted to control pressure pattern and leakages of a water distribution network.
KeywordsEnergy recovery Pump-as-Turbine Electric vehicles Pressure head
Computational fluid dynamics
District metered area
Pressure reducing valve
State of charge
State of health estimation
Vehicle to grid
Water distribution network
Flow rate ratio
Water pressure head
Best efficiency point
Return of investment
Net present value
Internal rate of return
The 2015 United Nations Climate Change Conference (COP21) in Paris defined the guidelines for a Community policy to reduce emissions. The migration to electric mobility is not only an environmental requirement, but also an energetic and productive need. Electric motors are more efficient and require less maintenance than the traditional ones, but they need a suitable “ecosystem” for their development; moreover, considering the recent Directive 2014/94/EU (better known as the AFID—Regulatory Framework for Alternative Fuels Infrastructure) on the deployment of alternative fuels infrastructure, the diffusion of charging systems will play an increasing role in the next future.
At national scale, the main objective of the “Piano Nazionale Infrastrutturale per la Ricarica dei Veicoli Alimentati ad Energia Elettrica” (Italian National Infrastructural Plan for the Recharge of Vehicles Powered by Electric Energy) aims to ensure, in Italy, the minimum levels of accessibility of recharging points for electric vehicles (EVs) (paragraph one article 17-septies of Italian Decree Law No. 83/2012).
The usefulness of EVs is undoubted in terms of reduced emissions; however, data show that, in Italy, the number of EVs is not significantly increasing. This rather slow growth is due to numerous causes, among which certainly a higher cost of EVs, the uncertainty of the state of charge (SOC), and state of health estimation (SOH) of the EVs’ batteries  but above all the problems related to the power production. In fact, in Italy, the power production is exclusively from fossil source, since Italy has renounced to the power production from nuclear sources since 2011. Nuclear power in Italy is a controversial topic. Italy started to produce nuclear energy in the early 1960s, but all plants were closed by 1990 following the Italian nuclear power referendum. On 2011, Italian voters passed a referendum to cancel plans for new reactors.
However, in the next few years, the growing number of EVs will implicate an important impact on the transport sector but also a key role on the power sector with an obvious increase of global power demand. A possible solution to mitigate the latter effect can be to associate a local power generation, such as renewable energy source, to the recharging points for EVs. The possibility of alternative systems for energy production would significantly increase the recharge point’s number, creating the conditions for a greater incentive of the EVs demand and favoring the increase of their circulation especially in urban areas.
Currently, technical literature reports several examples that try to combine EVs and renewable sources , for which wind and solar energy are mainly studied. Despite these energy sources are more popular and widely used, they are weather depending and the renewable energy obtained vary widely over time .
It can certainly assume that new types of renewable energy must be identified in the future to compensate the increasing demand of EVs. Nevertheless, the intermitted electricity production of renewable energy sources must be considered and the future efforts will be addressed to new energy storage forms. Šare et al.  suggested how the vehicle batteries can be used as storage of electricity produced in excess, providing at the same time the procedures for giving back energy to the power grid during the lack of electricity production, thanks to a Vehicle-To-Grid (V2G) implementation. In spite of the advantages of a similar approach, this technology is not yet mature to completely replace the actual production of EVs.
Water is, nowadays, still considered a focal and important renewable energy source. Although hydropower generation does not generate emissions, the construction of hydropower plants can have environmental consequences, which greatly depend on their location but above all on how they are operated. On the contrary, the adoption of micro and mini hydropower technology (up to 100 kW) in a water supply system is a really green application of this technology, due to the absence of collateral effects. Small turbines or pumps used as turbine (PATs), installed in specific points of a water supply system, convert the potential energy of water flowing in a pipe into electric power.
Currently, water distribution networks (WDNs) are frequently old and corrupted. There are two main ways to reduce heavy water losses: to rehabilitate older pipelines with expensive investments or to place pressure reducing valves (PRVs) able to reduce water pressure . Numerous water management authorities are introducing PRVs into existing water supply network with the aim to reduce pipeline water leakage, especially during a period of minimum water demand. However, thinking in terms of clean and green energy, a virtuous energetic policy may move towards the water energy reuse instead to dissipate that.
Energy production in water supply systems has been realized on condition that the available hydraulic power is considerable and fairly constant  and the dissipation nodes, in an urban WDN, frequently present a large variability in flow rate and water head . Ideal locations of a PAT system in a WDN depend on several parameters like daily flow rate pattern, water head, geometry of a WDN, and the presence of district metered areas (DMAs).
Economic analyses performed on the existing WDNs highlighted the convenience of a PAT instead of a turbine for a similar application. A PAT installation showed a payback period of about 2–3 years compared with a classical turbine and an annual income ranging from about 25,000 to about 50,000 €/year .
Nevertheless, the absence of consolidated approaches in this field implied that a similar technology still today can be reputed only a scientific exercise, although there are numerous studies conducted also on experimental sites [9, 10, 11]. Pumps manufactures, indeed, usually do not provide information about efficiency of a pump used like a turbine. Various researchers indicated the single-stage centrifugal pumps as the optimal and most convenient choice for a PAT, operating, however, in a range from low-to-medium head [12, 13, 14, 15]. However, most of tests and experiments were conducted on horizontal single-stage pumps, although different types of pumps are available like multi-stage, vertical pumps, etc. Despite the numerous models and equations able to define the efficiency of a pump used in a reverse mode, this issue is still open and the efficiency of a pump when operating as turbine remains the main criticism that limits their application . Moreover, experimental investigations are carried out to improve the PAT performances modifying impeller diameter and rotational speed. A simple reshaping of the blades of the impeller (with a blade rounding) can increase the PAT performances; in the same way, the greater size of the impeller increases its performances, due to the absence of a lateral passageway for the turbinated water (differently that in pump mode) and to a refinement of the inlet and outlet parts .
In the last few years, interesting and numerous efforts have been dedicated to unravelling the knot and to define general equations able to transpose the characteristic curve of a pump to the correspondent in reverse mode, adopting experimental set-up [18, 19], computational fluid dynamics applications (CFDs) [20, 21, 22], literature data , or proposing new devices . Jain and Patel  presented a detailed state of the art about this aspect; several researchers, with the aim to analyze the behavior of a pump in a turbine mode, had defined several and sometimes really different relations for the prediction of PAT efficiency, based on specific speed in pump mode. Though, it is right ascribing to Chapallaz et al.  the worth of understanding, already 20 years ago, the usefulness of a pump in a reverse mode and dealing with all the numerous technical aspects which are still matter of concern today.
In a WDN, any energy production system must take into account a large variability of flow rate and pressure head, due to the daily demand pattern characterized by several demand peaks during the day . Power plant design will contemplate the respect of both the necessary hydraulic conditions and the required backpressure, both in the case of an existing PRV replacement and not . In this regard, it is necessary to individuate a good compromise between the available hydraulic energy and the desirable produced electrical energy.
In this context, the focus of this work is on coupling a PAT system for the recovery of excess pressure level in a WDN with a dedicated system that supplies electric energy for the recharging points of EVs.
Recovering the excess mechanical energy in a WDN and converting it into electricity to supply the recharging points for the EVs would lead to a double advantage: on one hand, to use energy that, otherwise, would be lost and to the other to induce local administrations to secure agreements with water management authority, to implement incentive policies leading to the generation of a “green & free” recharging points at zero energy cost.
The research idea is the definition of an innovative system for the supply of the EV recharging points, thanks to the energy recovered from a PAT coupled with an innovative generator and a dedicated control system. PATs allow the dissipation of the excess head in a WDN and the conversion of mechanical energy into electrical energy.
The strongly hoped diffusion by the current EU policies of the charging points for EVs well matches with the massive and wide presence of pipes of a WDN. Moreover, energy produced with PAT could be used “on site”, without the need to be reintroduced into the power grid, reducing branch, and transformer congestion. In addition, the implementation of PAT into existing WDN has the advantage of smaller cost compared with other renewable energy sources .
Materials and methods
A real case study of an aqueduct is analyzed in this study. The WDN of the Casamassima (BA) town, located in Puglia (Southern Italy), was selected for a suitable application of a PAT, partially substituting two PRVs already installed, to recover energy.
A unique tank supplies the water drinking demand of Casamassima. The WDN is partitioned into three DMAs: DIS 1, DIS 2, and DIS 3. These districts were obtained by placing and closing isolation valves along certain pipes connecting one DMA to another. Pressure and flow meters placed upstream and downstream that these points provide the control of minimum (on the night) and daily flows. In this way, thanks to the pressure control, leakages can be extensively reduced.
Flow and pressure data, collected at time steps of 15 min, were obtained from the remote control of the Puglia Aqueduct (called AQP in the following lines), which supplies the drinking needs and manages the whole WDN of Puglia.
Pat working condition
Characteristics of the adopted PAT in normal mode
No. of poles
Impeller diameter D (mm)
Rotational speed N (rps)
Motor power (KW)
Efficiency at BEP ηp (%)
Flow rate Qp at BEP (m3/s)
Head Hp at BEP (m)
The power station consists of three components: a PAT, an ad hoc generator, and a control system; the PAT installation consists of a horizontal single-stage electric centrifugal pump (model LOWARA e-NSC 125-25/150), the ad hoc “Black-box Generator” is composed by electric frequency converters and a PLC-based control system is useful to control the flow rate regulation valve and the “Black-box Generator” itself. It allows the regulation of PAT’ rotational speed N and the measurement of generated power P.
The control system provides the regulation of flow at the inlet of the PAT, to set the rotational speed to an acceptable range of efficiency. The “generator”, managed by the control system, gives the energy produced by the PAT to the electrical grid with values of voltage and frequency according to the grid standards itself. This peculiar “generator” system, provided by Elettronica Santerno, allows to give energy to the electrical grid with any rotational speed of the PAT.
Downstream the PAT, the existing PRVs are still in line in the system, both equipped with sectioning valves to permit to by-pass the same or not. While the valve of the DIS3 will never go into operation, except for conditions of malfunction of the PAT, the one on the DIS2 will need to be reprogrammed according to the new pressure range in which to operate, to contain excessive downstream water pressure as above explained. Energy produced by PAT and later addressed into the “Black-box Generator” is then used to supply the recharging point and, in case of excessive energy production or absence of electric request by EVs, to supply a street light near the recharging point. The system supplies in priority the EVs recharging point, if necessary the streetlamp equipped with a daylight detector, and energy in excess will be channeled into the power grid. Moreover, in case of need, the EVs’ recharging point will also be supplied from the grid.
All the equipment connected to by-pass line construction and mechanical work related to the PAT system will be introduced in a new valve chamber with a sufficient space to contain the equipment.
Directive 2014/94/EU suggested Union-wide common connectors for electric vehicles (Type 2 and Combo 2) with the aim to allow multistandard recharging. According to the technical specifications dictated by the above-mentioned directive, the adopted recharging point for this study was a single-phase column adjustable to 3.7 kW, with 2 type 2 sockets and RFID reader.
The management of the users, enabled to use the charging stations, is obtained thanks to the RFID card. Moreover, the recharging point is equipped with a monitoring software, useful for accounting all the recharges performed by different electric vehicles.
PAT is a useful and low-cost solution to produce energy from a WDN. Nevertheless, it is necessary to conduct a detailed and careful economic evaluation to compare the expected costs and benefits by means of economic analysis criteria.
The economic analysis was achieved comparing costs and revenues for the expected life of the PAT. The costs were subdivided into capital costs that sum all the equipment costs necessary to realize the system; the annual operation cost, due to the maintenance of every devices and civil works, was estimated, respectively, equal to 0.5% and to 2.5% of the capital costs; finally, the repositioning costs related to the substitution of the equipment were considered. Other costs consisting in research and in the development of a first prototype, set-up, etc., were not accounted in this work.
Implementation costs of the PAT configuration
Hydraulic system (by-pass, valves, pipes, etc.)
Recharging point for EVs (Combo 2) and light point
Electronic device and SCADA connection device
The useful life of the project has been estimated in 15 years, equal to the duration of the mechanical/electrical equipment life-cycle.
A cost–benefit analysis was conducted using both the statistical method, evaluating the definition of payback period and return of investment (ROI), and the dynamic approach, thanks to net present value (NPV) and Internal rate of return (IRR). The latter, unlike the former, take into account the total costs and benefits for the entire useful life of the equipment and the moment when the cash inflows occur. A comprehensive cost–benefit analysis must also include the estimation of the environmental benefits and their revenues derived from the use of the PAT, able to dissipate excess water pressure of a WDN and to convert it into electricity, in order to supply a recharging point for EVs. Annual energy production by the PAT system was estimated at 57,587 kWh/year and the annual revenue for this produced energy was computed as 13,245 €/year. Moreover, considering the hypothesized useful life, total energy production was at 836,806 kWh and the relative revue is 198,675 €. Furthermore, considering the recovery of water losses due to the pressure reduction into the WDN and thanks to the information of the water management company, able to compare the volumes introduced into the network and those invoiced before and after the installation of PRVs, a volume of water savings of about 0.5 Mm3/year was estimated. Considering a water tariff of 0.20 €/m3, a full-recovery cost of water of 100,000 €/year was obtained.
The evaluation of reduction in carbon dioxide (CO2) emissions due to green energy production was estimated at 345,522 g CO2, considering an emission factor of 450 g/kWh obtained by Italian national data for the last 10 years .
Economic analysis results
Environmental benefits and revenues of the PAT system
Annual energy production by the PAT system (kWh/year)
Energy production by the PAT system (kWh)
Reduction of CO2 emissions from energy saving (g CO2)
Water saving due to pressure reduction by the PAT system (m3/year)
However, the cost–benefit analysis reported here is useful to provide only a preliminary estimation of the cost-effectiveness of the proposed intervention. Strictly speaking, other benefits such as CO2 reduction  and other external costs should also be included in the same analysis.
In an economic analysis, it is necessary to compare a project with other possible alternatives. In this particular case, only an option can be compared and it consists with PRVs’ application in the WDN, since the starting point is to guarantee water pressure control and pipe leakages reduction. The total cost faced by the water management for the existing PRVs has been estimated to amount to 45,000 € that, compared with that of PAT system (Table 2), shows how a PAT system can be easily adopted like a valid alternative. A similar choice adopted by water managers, when allowed by the hydraulic conditions, is a new way to generate and to use in the same place green energy for the EVs recharge. Moreover, a similar installation plant, similar to PRVs, leads to a reduction in the rate of breaking of valves and pipes. Even this last aspect has not been included in the economic evaluation and could improve results as well as the increased satisfaction degree of customers due to an improvement of the network pressure pattern.
The attention to the environment and to the pollution reduction, including atmospheric emissions, is driving the entire world community towards the research of new renewable energy sources. At the same time, the forthcoming future sees an ever-increasing number of EVs, and consequently, this increase will lead to a greater demand for electricity.
In light of the above, the focus of this study was to reduce the energy demand on the grid, due to EVs by locally producing the charging power in a ‘green’ manner through the available excess pressure in a WDN. Energy provided by the available excess water pressure can be recovered using PATs. As an alternative, pressure reduction strategies and energy dissipation (PRVs) are applied with the aim to control and to reduce pipe leaks.
With this purpose, the functioning of a real WDN in Casamassima (Italy) was analyzed, starting from the existing presence of two PRVs. The configuration designed considers replacing the existing PRVs with a PAT, to recover all the possible energy, converting the hydraulic head obtained as the difference between the upstream pressure head and the required backpressure. However, the PAT functioning scheme guarantees minimum backpressure already defined by AQP and implemented into the regulation patterns of the existing PRVs.
The power station consists of a PAT, a “Black-box Generator”, composed by electric frequency converters, and a PLC-based control system able to control the flow rate regulation valve and the generator itself. The generator, managed by the control system, gives the energy produced by the PAT to the electrical grid with values of voltage and frequency according to the grid standards. This peculiar “generator” system allows to give energy to the electrical grid with any rotational speed of the PAT. Energy produced is then used to supply the recharging point for EVs and/or to supply a street light near the recharging point.
All numerical evaluations regarding the pump performance in a turbine mode have been based on several bibliographic studies, that investigate pumps very similar to that identified in this study. The economic analysis confirms the goodness of such installation plant, reinforced by a very short payback period. Moreover, a comparison between the total cost of the existing PRVs system and that prosed in this study leads to believe that such installations can be easily considered an alternative to PRVs.
Installation systems similar to those proposed may be an encouragement to induce local administrations to sign agreements with the water management authority, to implement incentive policies resulting in the generation of a “green and free” charging infrastructure at zero energy cost.
Compliance with ethical standards
Conflict of interest
On behalf of all authors, the corresponding author states that there is no conflict of interest.
- 1.Bartlett, A., Marcicki, J., Onori, S., Rizzoni, G., Yang, X.G., Miller, T.: Electrochemical model-based state of charge and capacity estimation for a composite electrode lithium-ion battery. IEEE Trans Control Syst Technol 24(2), 384–399 (2016)Google Scholar
- 2.Papavasiliou, A., Oren, S.S.; Sidhu, I.; Kaminsky, P.: Renewable energy supply for electric vehicle operations in California. IAEE 32nd International Conference Monday, June 22nd, 2009 San Francisco CA, USA; June 21–24 (2009)Google Scholar
- 6.Carravetta, A., Giugni, M.: Functionality factors in the management and rehabilitation of water networks. In: Fondazione, A.M.G.A., Bertola, P., Franchini, M. (eds.) Management of water networks, Proc Conf Efficient Management of Water Networks. Design and Rehabilitation Techniques, pp.77-94, Ferrara, Italy, May 2006, pp. 77–94. Franco Angeli Ed., Milano (2009)Google Scholar
- 9.Samora, I.; Manso, P.; Franca, M.J.; Schleiss, A.J.; Ramos, H.M.: Feasibility assessment of micro-hydropower for energy recovery in the water supply network of the city of Fribourg. Sustainable Hydraulics in the Era of Global Change Liege, Belgium, 27–29 July 2016, Erpicum et al. (Eds.), Taylor & Francis Group, London (2016)Google Scholar
- 13.Lueneburg, R.; Nelson, R.M.: Hydraulic Power Recovery Turbines. In Lobanoff V.S. et al. (eds.) Pumps: Design and Applications, pp. 246–282 Ross (Eds.), Texas, USA (1985)Google Scholar
- 15.Nautiyal, H., Varun, V., Kumar, A., Yadav, S.: Experimental investigation of centrifugal pump working as turbine for small hydropower systems. Energy Sci Tech 1(1), 79–86 (2011)Google Scholar
- 16.Dannier, A.; Del Pizzo, A.; Giugni, M.; Fontana, N.; Marini, G.; Proto, D.: Efficiency evaluation of a micro-generation system for energy recovery in water distribution networks. Proceedings of the 5th International Conference on Clean Electrical Power. Renewable Energy Resources Impact (ICCEP15), Taormina, Italy, pp. 689-694 (2015)Google Scholar
- 21.Ramos, H.M., Borga, A., Simão, M.: New design solutions for low-power energy production in water pipe systems. Water Sci Eng 2(4), 69–84 (2009)Google Scholar
- 24.Sinagra, M., Sammartano, V., Morreale, G.: A new device for pressure control and energy recovery in water distribution networks and tullio tucciarelli. Water 9(309), 2–14 (2017)Google Scholar
- 26.Chapallaz, J.M., Eichenberger, P., Fischer, G.: Manual on pumps used as turbines. MHPG Series, Germany, Volume 11 (1992)Google Scholar
- 30.Stepanoff, A.J.: Centrifugal and axial flow pumps: theory, design and application. Wiley, New York (1948)Google Scholar
- 31.Sharma, K.: Small hydroelectric project-use of centrifugal pumps as turbines, technical report. Kirloskan Electric Co., Bangalore (1985)Google Scholar
- 34.ISPRA: Fattori di emissione atmosferica di CO2 e sviluppo delle fonti rinnovabili nel settore elettrico, Gennaio 2015, 212 (2015) (in Italian)Google Scholar
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