Challenges and prospectives for water recycling and reuse in EU countries

2003 ◽  
Vol 3 (4) ◽  
pp. 59-68 ◽  
Author(s):  
A.N. Angelakis ◽  
L. Bontoux ◽  
V. Lazarova

Recycled water is a reliable source of water that must be taken into account in formulating a sustainable water policy. Water reuse is a growing field and many projects have been occurring throughout Europe in the last fifteen years. Most of northern EU countries have abundant water resources. In this case, the need for extra supply through the reuse of treated wastewater is not a priority, but the protection of the receiving environment is considered as an important issue. The situation is different in the southern EU countries, where the additional resource brought by water reuse promoted the implementation of a number of new projects. One of the major constraints for water reuse and its public acceptance is the lack of relevant legislation at EU level. As a result of this situation, both strict and flexible standards can be found in Europe, even in the same country (Spain, for example), illustrating an important equity issue, which needs to be addressed.

Water ◽  
2019 ◽  
Vol 11 (2) ◽  
pp. 191
Author(s):  
Gozen Elkiran ◽  
Fidan Aslanova ◽  
Salim Hiziroglu

Northern Cyprus (NC) is suffering from limited water resources and reiterated drought condition experiences due to global warming effects. Previous studies revealed that the water management policy in the country is not sustainable from the perspective of demand and balance. Apparently, the reuse of recycled water will be an alternative resource and can be utilized for some specific purposes to reduce water extraction from the ground. It is expected that treated wastewater will reach 20 million cubic meters (MCM) per year after the completion of the new sewage system for Lefkosa. Today, 20,000 m3 of wastewater is treated at the Lefkosa Central Treatment Plant up to the secondary treatment level, in which the degree of treatment varies from 60% to 95% owing to the weather conditions in the country during the year. Effluent water reuse in NC was not accepted due to cultural belief. However, water scarcity was experienced in the country during the last decade, forcing the farmers to benefit from the recycled water. There is no regulatory framework available in the country for effluent water reuse. However, preparation studies are almost finalized after discussions among government and European Union (EU) agencies. Cyprus, as an EU country, has an obligation to treat the wastewater up to the secondary level before releasing it in an environmentally friendly nature, following the Directive 91/271/EEC. This paper analyzes the effluent water reuse possibilities as a component of integrated water resource management in Northern Cyprus considering laboratory experiment results. It appears that applying tertiary treatment in Northern Cyprus will allow 20 MCM of water contribution to the water budget and it will help protect the vulnerable environment. Also, since the cost of tertiary treatment will be 0.2 United States dollars (USD)/m3, it would be reasonable to prefer this process to the desalination of water, which costs of 1 USD/m3.


2021 ◽  
Author(s):  
Don McFarlane

<p>Climate change has profoundly affected the hydrology of south-western Australia since at least 1975. It took over a decade before the signal could be detected from annual variability. The impacts of rainfall reductions were exacerbated by higher temperatures and a decrease in wet periods when most recharge and runoff occurred. As a rule-of-thumb, runoff and recharge reduced by 3 percent for each percent reduction in rainfall.</p><p>Reductions in runoff were driven by falling groundwater levels. Stream- and dryland-salinity required levels be monitored, otherwise this driver would have gone unnoticed.</p><p>Runoff into reservoirs has almost ceased as processes irreversibly changed. Using historical records to estimate future runoff had limited application because of non-stationary processes.</p><p>While water resources have diminished, the threats posed by dryland salinity, stream salinity, flooding and waterlogging have decreased. While winter flood risks have dramatically reduced, summer flood risks appear to have increased.   </p><p>Almost all GCMs project an even drier and warmer future. Perth (population 2m) has avoided a ‘Day Zero’ by the rapid expansion of shallow- and deep-groundwater extraction, and seawater desalination. Highly treated wastewater has started to be added to augment drinking water aquifers.</p><p>Recharge under tree canopies have been most reduced. This is due to greater interception losses because showers have largely replaced heavy rain, and trees using a higher proportion of rainfall. Rainfall intensities, at least for long durations, have decreased despite the fear that higher sea surface temperatures (SST) and a warmer atmosphere will result in more intense rainfall. While SSTs have started to rise, there are complications related to El Niño– Southern Oscillation, the Indian Ocean Dipole and the warm Leeuwin Current that flows down the coast of Western Australia. This current results in much higher rainfall than would be expected and may weaken if El Niño becomes stronger and/or more frequent.  </p><p>As well as impacting water resources and rates of land degradation, climate change has affected ecosystems and industries. Abnormally hot and dry years have resulted in the deaths of trees able to withstand harsh Mediterranean summers. Wetlands have dried and groundwater-dependent ecosystems have been lost. Cereal crops are now grown in regions that used to be severely affected by soil waterlogging.  Tree plantations have become unviable due to slow wood growth and deaths.</p><p>Water restriction may have exacerbated urban heat islands as outdoor areas are irrigated less often, losing evaporative cooling. Fortunately, there are opportunities for diverting stormwater and treated wastewater to urban aquifers that provide a non-potable source of water for self-supply.</p><p>Government regulations and planning that have been set during the pre-1975 climate are struggling to keep pace with changes in understanding and future predictions. Restrictions tackling old problems are not being replaced with those needed for new issues. It is difficult to allocate water on a fixed volumetric basis when runoff and recharge are highly impacted. Society is also having to accept water reuse more quickly than is ideal.   </p><p>Lessons learned in SW Australia may be applicable to other Mediterranean climate zones.</p>


2004 ◽  
Vol 50 (2) ◽  
pp. 309-314 ◽  
Author(s):  
S. Noh ◽  
I. Kwon ◽  
H.-M. Yang ◽  
H.-L. Choi ◽  
H. Kim

In Korea, the current water resources will fall short by 2.6 billion tons to meet the 38 billion ton water demand in the year 2020. To overcome the future water shortage, it is desirable to minimize water consumption and to reuse treated wastewater. There are a total of 99 on-site water-recycling systems in the country. The potential capacity of the 99 systems is 429 thousands tons/day, which is 3.6% of the total service water. Compared to other industrialized countries, the number of the water recycling systems in Korea is extremely small. This is mainly due to the following reasons. First, in Korea, any building with more than 60,000 m2 of total floor space is required to install a water reuse system by law. However, only less than 0.5% of the total buildings have more than 10,000 m2. Therefore, the regulation is ineffective and merely nominal. Second, service water is supplied at low charge (0.20 US-dollar/m3 water). The inexpensive service water often discourages people to recycle treated wastewater. Third, people still think recycled water is not clean enough and can cause diseases. Therefore, they should be informed that a well-maintained recycling system does not fail to produce water with high quality.


2008 ◽  
Vol 3 (2) ◽  
Author(s):  
A. A. R. Arar

Jordan is situated in an arid to semi- arid zone with low and unpredictable rainfall. The country has an exceptionally low per capita water supply at less them 200 cubic meters per annum; one of the lowest on record world wide. This situation is exacerbated by increasing demand for water resulting from rapid growth in population due in part to the arrival of refugees and displaced persons, increased urbanization. improved standard of living and the continuing demands for irrigation. The gap between total demand and water supply is estimated by the Ministry of Water and Irrigation (MWI) at about 336 MCM in 2005 and this to increase to about 434 MCM in 2020. To minimize the negative impact of this shortage one of the country water strategy is to increase the water supply through maximizing the production of treated wastewater and its use for irrigation / industry and other suitable uses in order to protect the environment and to save fresh water for drinking purposes. At present 90% of the population are served by piped water and 65% by sewerage network with 22 treatment plants producing the equivalent to 10% of the total water resources. This will increase to reach, in 2020, about 18.6% of the total water resources. To ensure the implementation of the reuse projects successfully the country has created the Water Use and Environment Unit supported by the necessary legislative and institutional frame work and human resources development programme and by the establishment of the high level National Water Reuse Co-ordinating Committee, representing all those Concerned in the government agencies and the private sector.


Author(s):  
Saeid Eslamian ◽  
Elahe Hedayat ◽  
Saleh Tarkesh Esfahani ◽  
Kaveh Ostad-Ali-Askari ◽  
Vijay P. Singh ◽  
...  

2011 ◽  
Vol 58-60 ◽  
pp. 738-742
Author(s):  
Xiao Yan Wang ◽  
Shao Yan Fan ◽  
Ying Ying Cheng

To resolve the water resource shortage, the water reuse technologies are of key importance. But in nowadays, the water reuse is only limited in large cities and industry fields. Many residential communities and constructions have not build water reuse systems. The article briefly describes the features and utilizations of domestic and foreign water, analysis the profits and disservices and scale of large and small recycled water. For the current domestic situation and water resources and promote water reuse status and problems considering the urban size, economic status, urban planning and norm-setting and other factors, it advocate that the development of water should start from small to large, from micro to macro, researched the precedent of the scaled provision about small water in Japan and Beijing and proposed the conclusion that to prompt reasonable division of small recycled water and achieve the optimal balance of large and small recycled water in order to promote better water utilization, and thus weaken the limits of water shortage in the development of urbanization.


2018 ◽  
Vol 17 (1) ◽  
pp. 124-136 ◽  
Author(s):  
Satiya Wati ◽  
Bret S. Robinson ◽  
John Mieog ◽  
Judy Blackbeard ◽  
Alexandra R. Keegan

Abstract Currently guidelines for disinfection of water with free chlorine, while primarily developed for potable water, are often used for virus disinfection of nitrified recycled water of >1 NTU (Nephelometric Turbidity Unit). More information is needed on the disinfection efficacy of free chlorine for viruses in waters of varying turbidity and pH due to significant reuse of treated wastewater of varying quality. In this study, disinfection efficacy in nitrified/denitrified activated sludge treated wastewater was investigated for coxsackievirus B5 (CB5), an enterovirus known to be highly resistant to free chlorine. The required chlorine contact times (CT) values (mg.min/L) for inactivation of CB5 were established in treated wastewater at 10 °C and of varying turbidity (0.2, 2, 5 and 20 NTU) and pH (7, 8 and 9). CTs were calculated to achieve 1 to 4 log10 inactivation. Robust data is presented in support of the chlorine CT values required to inactivate a chlorine-resistant virus in a range of turbidities and pHs in treated wastewaters. The testing method used a conservative approach and the data presented have been used to develop the free chlorine virus inactivation guildelines for recycled water in Victoria and South Australia, Australia.


2003 ◽  
Vol 3 (3) ◽  
pp. 63-70 ◽  
Author(s):  
P. Xu ◽  
F. Brissaud ◽  
M. Salgot

An integrated technical-economic modelling framework was developed to help planning and managing of water resources in a Mediterranean tourist area, Palma on Majorca island (Spain). Due to high water demand, groundwater resources are depleted and new water resources should be developed. Seawater desalination has become an important solution to water shortage, especially in the summer tourist season. Meanwhile, reclaimed water has been applied for agricultural and landscape irrigation. With regard to the treated wastewater not being effectively reused, further water reuse scenarios are envisaged in order to meet new water demand, restore over-exploited aquifers and reduce expensive seawater desalination. Three types of models were established and coupled: (i) hydrological models; (ii) water demand and/or need model; (iii) technical-economic model. In addition, a multi-criteria analysis completed the technical-economic modelling. The simulated water reuse scenarios are not alternative but complementary. They provide the possibilities for total reuse of wastewater in the Palma area. Compared with seawater desalination, water reuse is a cost-effective solution to address water scarcity issues in the Palma area. Using tertiary effluent for landscape irrigation allows over-exploited aquifers to recover. It is very attractive in terms of economic benefits and feasible with respect to technical and social aspects. Further water reuse for extending agricultural irrigation can greatly reduce seawater desalination but acquiring the farmers' agreement to give up pumping groundwater for irrigation would meet some difficulties. Water recharge would help to totally reuse wastewater but uncertainties related to public perception and the attitude or regulatory board and local authorities need dealing with. Because water reuse requires a long-term managing viewpoint in order to prepare and demonstrate its feasibility and security, seawater desalination was adopted as an emergency solution to meet peak demands during the tourist season and in case of drought.


2007 ◽  
Vol 55 (1-2) ◽  
pp. 397-405 ◽  
Author(s):  
R.J. Chiou ◽  
T.C. Chang ◽  
C.F. Ouyang

The Water Resources Agency (WRA), Ministry of Economic Affairs (MOEA) has predicted that the annual water demand in Taiwan will reach approximately 20 billion m3 by 2021. However, the present water supply is only 18 billion m3 per year. This means that an additional 2 billion m3 have to be developed in the next 17 years. The reuse of treated wastewater effluent from municipal wastewater treatment plants could be one target for the development of new water resources. The responsible government departments already have plans to construct public sewerage systems in order to improve the quality of life of the populace and protect the environment. The treated wastewater effluent from such municipal wastewater treatment plants could be a very stable and readily available secondary type of water resource, different from the traditional types of water resources. The major areas where reclaimed municipal wastewater can be used to replace traditional fresh water resources include agricultural and landscape irrigation, street cleaning, toilet flushing, secondary industrial reuse and environmental uses. However, necessary wastewater reclamation and reuse systems have not yet been established. The requirements for their establishment include water reuse guidelines and criteria, the elimination of health risks ensuring safe use, the determination of the wastewater treatment level appropriate for the reuse category, as well as the development and application of management systems reuse. An integrated system for water reuse would be of great benefit to us all by providing more efficient ways to utilise the water resources.


2016 ◽  
Vol 5 (2) ◽  
pp. 319
Author(s):  
Wojciech Halicki ◽  
Katarzyna Kita

<p class="emsd-body"><span lang="EN-GB">This paper discusses the efficiency of the removal of organic compounds using Improved Wetland System (IWS). IWS is used in Poland and enables reuse of treated effluent in landscape irrigation and toilet flushing. The first section of this paper discusses the advisability of removing organic compounds at the highest level. Additionally, the first section discusses the increase in frequency of treated wastewater reuse. So far, reuse of treated wastewater in local wastewater treatment systems included treatment and reuse of graywater only. The second section of this paper presents the average concentrations of organic compounds in domestic wastewater and the relationship existing between concentration of organic compounds in raw wastewater and water consumption. The second section discusses requirements for local (to 2000 population equivalent) wastewater treatment systems relating to reduction of organic compounds. The third section presents the current situation in rural areas in Poland and indicates the necessity of treated wastewater reuse mainly in these places. In Poland 43 % of the overall population occupies rural areas and about 70 % of them are not connected to a wastewater network. Implementation of water reuse technology (mainly IWS) is the easiest and the cheapest in rural areas. The fourth section presents the principle and the construction of the Improved Wetland System with water reuse. This part shows defects of Constructed Wetlands hindering reuse of treated wastewater. Additionally, this section discusses different steps and efficiency of wastewater treatment. The fifth section discusses results of removing organic compounds depending on hydraulic and contaminant loads. In addition, this section presents guidance on designing the IWS with technology that enables water reuse for flushing toilets and landscape irrigation. The last part of this paper discusses the summary and economic aspects of IWS used in Poland. In addition, the last part shows existing IWS </span><span lang="EN-GB">objects in Poland which provides water reuse to flushing toilets, landscape irrigation and for retention and recreational uses.</span></p>


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