Editorial: Efficient water systems management

This special issue of Journal of Hydroinformatics presents a collection of papers initially presented at the 2nd EWaS International Conference 'Efficient & Sustainable Water Systems toward Worth Living Development'. The conference was held on June 1–4, 2016, in Platanias/Chania, Crete, Greece (http://www.ewas2.tuc.gr/). The conference was co-organized by the University of Thessaly/Civil Engineering Department and the Technical University of Crete/School of Environmental Engineering (Co-chairmen: V. Kanakoudis – University of Thessaly, G. Karatzas – Technical University of Crete, vice chairman: E. Keramaris – University of Thessaly). The EWaS series of conferences started in 2013, when the 1st EWaS Conference was held in Thessaloniki. The 2nd EWaS International Conference highlighted the need to improve the efficiency and sustainability of water systems in a changing and fragile environment, especially under the frustrating economic conditions encountered today. Water scarcity and climate change are both considered today as the main causes of water-related problems. Moreover, it is estimated that 20–40% of Europe's available drinking water is being wasted through real (physical) losses occurring along the supply systems. This results in inefficient use of water and energy resources as well as negative economic, technical, social and environmental impacts. Efficient and sustainable management of water distribution systems asks for advanced tools and strategies for their analysis, monitoring, planning and operation. In this context, the integration with ICT innovations in the water sector offers new opportunities for water distribution systems management in urban areas, while exploiting the smart water networks paradigm. The current special issue of Journal of Hydroinformatics was guest-edited by Associate Professor Vasilis Kanakoudis (University of Thessaly, Volos, Greece) and Professor Marco Franchini (University of Ferrara, Italy). The papers included in this special issue are based on the initial presentations at the conference. However, they have been extended (by at least 50%) and revised, having gone through

Forming District Metered Areas in a Water Distribution Network Using Genetic Algorithms

AbstractDividing a water distribution network into District Metered Areas (DMAs) is the first vital step towards water loss management. It is a multivariate problem. Techniques based on Genetic Algorithms is a proven way to provide a very good solution to optimization problems. Basic requirement is that each problem must be well described by an objective function. The formation of the objective function is tested through Matlab's optimization tools. The results of the genetic algorithm are compared to the results of an algorithm (in C++ Language) developed in an earlier stage to provide optimal system pressure reduction by closing indicated pipes. The process for the formation of the objective function and a case study on a real network are presented

Urban Water Tariffs in Spain: What Needs to Be Done?

Recently, in the context of the Integrated Water Resources Management, demand policies are playing a more important role as opposed to traditional supply policies based on the construction of large hydraulic infrastructures. In this new context, water tariffs have become an important tool in achieving economic efficiency, environmental sustainability, and social equity. This paper reviews the situation of urban water tariffs in Spain, a country subject to high water stress. It analyzes the capacity of urban water tariffs to recover service costs and to promote efficiency, sustainability, affordability, and equity. Although it has made significant progress in recent years, the Spanish urban water tariff system still faces many challenges. Many of these challenges would be better addressed by a national independent regulatory body.The authors also gratefully acknowledge the financial support from the following Spanish institutions: the Consejería de Economía, Innovación, Ciencia y Empleo from the Government of Andalusia (P11-SEJ-7039), the Spanish Ministry of Economics and Competitiveness of Spain (Project ECO2012‐32189), and the CEI BioTIC program from Universidad de Granada (mP_CP_3). Finally, the authors acknowledge the assistance granted under the Programa de Fortalecimiento de las Capacidades de I + D + i, jointly funded by the European Regional Development Fund (ERDF) and the Junta de Andalucía (The Regional Government)

Tap water costs and service sustainability, a close relationship

Water is currently an essential and strategic resource for society and its importance will rise in the future due to the increasing number of threats. However, water management is not currently up to par taking into consideration this well acknowledged importance. Generally speaking, water use is not efficient and loss figures are often too high. The reasons behind this situation are complex and diverse, however, in principle, they can be divided into four categories: cultural, political, social and economic. Since the latter are of most importance, this paper focuses on water costs from source to tap. The economic analysis presented quantifies the costs of a sustainable urban water service in a structured way. The second part of the paper present a case study in which the economic losses linked to leakage are assessed as a function of how expenses are recovered. The cost of apparent losses could also be assessed in a similar way and will always be higher, since apparent losses (unlike real ones) are present throughout the whole water cycle, thus increasing the unit costs.Cabrera Marcet, E.; Pardo Picazo, MA.; Cabrera Rochera, E.; Arregui De La Cruz, F. (2013). Tap water costs and service sustainability, a close relationship. Water Resources Management. 27(1):239-253. doi:10.1007/s11269-012-0181-3S239253271Almandoz J, Cabrera E, Arregui F, Cabrera Jr E, Cobacho R (2005) Leakage assessment through water networks simulation. J Water Resour Plan Manag ASCE. Nov-Dic. 2005 pp 458–466BDEW (German Association of Energy and Water Industries) (2010) Comparison of European Water and Wastewater Prices German Association of Energy and Water Industries, BonnCabrera E, Pardo MA, Cobacho R, Arregui FJ, Cabrera Jr E (2010) Energy audit of water networks. J. Water Resour. Plan. Manag. ASCE. Nov–Dic. 2010 pp 669–677Coase RH (1960) The problem of social cost. J Law Econ, October 1960den Blanken M (2009) Asset Management. A necessary tool for a modern water company AWWA International Conference on Strategic Asset Management. Miami 11–13 November 2009EPO (Eurostat Press Office) (2010) Facts and figures on the environment: from environmental taxes to water resources. Eurostat Press Office, Luxembourg, December 2010EU (European Union) (2000) Directive 2000/60/EC of the European Parliament and of the Council of 23 October 2000. Off J Eur Communities 22.12.2000. Pp L 327/1 to L 327/72IWA (International Water Association) (2010) International statistics for water services. Montreal 2010. Canada. International Water Association, LondonKanakoudis V, Tolikas D (2001) The role of leaks and breaks in water networks: technical and economical solutions. J Water SRT - Aqua 50(2001):301–311Kanakoudis V, Tsitsifli S (2009) Water pricing policies in Greece: is there a Common Understanding?. 2nd International conference on water economics, statistics, and finance Alexandroupolis, Thrace, Greece, 3–5 July 2009.Kanakoudis V, Gonelas K, Tolikas D (2011) Basic principles for urban water value assessment and price setting towards its full cost recovery – pinpointing the role of the water losses. J Water Supply: Res Technol 60(1):27–39Logar I, Van den Berg J (2012) Methods to assess costs of drought damages and policies for drought mitigation and adaptation: Review and recommendations. Water Resour Manag. doi: 10.1007/s11269-012-0119-9Molinos-Senante M, Hernández-Sancho F, Sala-Garrido R (2012) Tariffs and cost recovery in water reuse. Water Resour Manag. doi: 10.1007/s11269-012-0111-4NRC (National Research Council) (2008) Desalination a national perspective. NAP Press, Washington, D.C. National Research Council, Ottawa, CanadaOECD (Organisation for Economic Co-operation and Development) (2010) Pricing water resources and water and sanitation services. OECD, ParisOFWAT (Office of Water Services) (2009) Future water and sewerage charges 2010-15: Final determinations. OFWAT (Office of Water Services), Birmingham UKRogers P, Bhatia R, Huber A (1998) Water as a social and economic good: How to put the principle into practice. Global Water Partnership, Swedish International Development Cooperation Agency.Roth A (2001) Water pricing in the EU. A review. European Environmental Bureau (EEB), BrusselsWonnacott P, Wonnacott R (1990) Economics, 4th edn. John Wiley, 1990Zhu X, van Ierland EC (2012) Economic modeling for water quantity and quality management: a welfare program approach. Water Resour Manag. doi: 10.1007/s11269-012-0029-

Hydraulic transient in residential buildings with a direct pump connection

This paper consists of an experimental and numerical study into transient behaviour in a residential building. The analysed effects occur by centrifugal pumps when they start with a direct supply (fixed-speed pumps are connected to the service pipe without an atmospheric tank). Direct supply increases the transient effect and places higher demands on the water main. The properties of such an installation were analysed using a hydraulic model in order to detect the most unfavourable scenario. The results were compared to experimental data. Basic hydraulics demonstrates that a pressure drop occurs during the startup. The magnitude mainly depends on the pump capacity. But, numerical and field results show that other variables related to service pipe design could also negatively affect the pressure surge. The study provides water utilities with information about the influence of the different variables on pressure surge magnitude and basic design criteria to minimize these effects.This work was supported by the Ministerio de Educacion y Ciencia of the Spanish Government under Grant No CGL2005-03666.Soriano Olivares, J.; Arregui De La Cruz, F.; Espert Alemany, VB.; García-Serra García, J. (2014). Hydraulic transient in residential buildings with a direct pump connection. Urban Water Journal. 2014:1-13. https://doi.org/10.1080/1573062X.2014.989860S1132014Basupi, I., Kapelan, Z., & Butler, D. (2013). Reducing life-cycle carbon footprint in the (re)design of water distribution systems using water demand management interventions. Urban Water Journal, 11(2), 91-107. doi:10.1080/1573062x.2012.750374Bergant, A., Tijsseling, A. S., Vítkovský, J. P., Covas, D. I. C., Simpson, A. R., & Lambert, M. F. (2008). Parameters affecting water-hammer wave attenuation, shape and timing—Part 1: Mathematical tools. Journal of Hydraulic Research, 46(3), 373-381. doi:10.3826/jhr.2008.2848Cantor, K. P., Lynch, C. F., Hildesheim, M., Dosemeci, M., Lubin, J., Alavanja, M., & Craun, G. (1998). Drinking Water Source and Chlorination Byproducts I. Risk of Bladder Cancer. Epidemiology, 9(1), 21-28. doi:10.1097/00001648-199801000-00007Clark, R. M., Sivaganesan, M., Selvakumar, A., & Sethi, V. (2002). Cost Models for Water Supply Distribution Systems. Journal of Water Resources Planning and Management, 128(5), 312-321. doi:10.1061/(asce)0733-9496(2002)128:5(312)Colombo, A. F., Lee, P., & Karney, B. W. (2009). A selective literature review of transient-based leak detection methods. Journal of Hydro-environment Research, 2(4), 212-227. doi:10.1016/j.jher.2009.02.003Courtis, B. J., West, J. R., & Bridgeman, J. (2009). Chlorine demand-based predictive modeling of THM formation in water distribution networks. Urban Water Journal, 6(6), 407-415. doi:10.1080/15730620903038461Covas, D., Stoianov, I., Ramos, H., Graham, N., Maksimović, Č., & Butler, D. (2004). Water hammer in pressurized polyethylene pipes: conceptual model and experimental analysis. Urban Water Journal, 1(2), 177-197. doi:10.1080/15730620412331289977Criminisi, A., Fontanazza, C. M., Freni, G., & Loggia, G. L. (2009). Evaluation of the apparent losses caused by water meter under-registration in intermittent water supply. Water Science and Technology, 60(9), 2373-2382. doi:10.2166/wst.2009.423Davis, A. (2004). Hydraulic transients in transmission and distribution systems. Urban Water Journal, 1(2), 157-166. doi:10.1080/15730620412331289968De Marchis, M., Fontanazza, C. M., Freni, G., La Loggia, G., Napoli, E., & Notaro, V. (2010). A model of the filling process of an intermittent distribution network. Urban Water Journal, 7(6), 321-333. doi:10.1080/1573062x.2010.519776Fontanazza, C. M., Notaro, V., Puleo, V., & Freni, G. (2014). The apparent losses due to metering errors: a proactive approach to predict losses and schedule maintenance. Urban Water Journal, 12(3), 229-239. doi:10.1080/1573062x.2014.882363Golfinopoulos, S. K. (2000). The occurrence of trihalomethanes in the drinking water in Greece. Chemosphere, 41(11), 1761-1767. doi:10.1016/s0045-6535(00)00062-xHua, F., West, J. ., Barker, R. ., & Forster, C. . (1999). Modelling of chlorine decay in municipal water supplies. Water Research, 33(12), 2735-2746. doi:10.1016/s0043-1354(98)00519-3Jung, B. S., & Karney, B. (2004). Fluid transients and pipeline optimization using GA and PSO: the diameter connection. Urban Water Journal, 1(2), 167-176. doi:10.1080/15730620412331289995Kanakoudis, V., & Muhammetoglu, H. (2013). Urban Water Pipe Networks Management Towards Non-Revenue Water Reduction: Two Case Studies from Greece and Turkey. CLEAN - Soil, Air, Water, 42(7), 880-892. doi:10.1002/clen.201300138Kanakoudis, V., & Papadopoulou, A. (2014). Allocating the cost of the carbon footprint produced along a supply chain, among the stakeholders involved. Journal of Water and Climate Change, 5(4), 556-568. doi:10.2166/wcc.2014.101Kanakoudis, V., & Tsitsifli, S. (2010). Results of an urban water distribution network performance evaluation attempt in Greece. Urban Water Journal, 7(5), 267-285. doi:10.1080/1573062x.2010.509436Kirmeyer, G.J., Richards, W., and Dery-Smith, C., 1994. An assessment of water distribution systems and associated needs.Report of the American Water Work. Denver, CO: Association Research Foundation.Kitis, M., Yigita, N. O., Harmana, B. I., Muhammetoglu, H., Muhammetoglu, A., Karadirek, I. E., … Palancic, I. (2010). Occurrence of Trihalomethanes in Chlorinated Groundwaters with Very Low Natural Organic Matter and Bromide Concentrations. Environmental Forensics, 11(3), 264-274. doi:10.1080/15275922.2010.495935Levesque, S., Rodriguez, M. J., Serodes, J., Beaulieu, C., & Proulx, F. (2006). Effects of indoor drinking water handling on trihalomethanes and haloacetic acids. Water Research, 40(15), 2921-2930. doi:10.1016/j.watres.2006.06.004Mohamed, H. I., & Gad, A. A. M. (2011). Effect of Cold-Water Storage Cisterns on Drinking-Water Quality. Journal of Water Resources Planning and Management, 137(5), 448-455. doi:10.1061/(asce)wr.1943-5452.0000132Nieuwenhuijsen, M. J. (2000). Chlorination disinfection byproducts in water and their association with adverse reproductive outcomes: a review. Occupational and Environmental Medicine, 57(2), 73-85. doi:10.1136/oem.57.2.73Pezzinga, G. (2000). Evaluation of Unsteady Flow Resistances by Quasi-2D or 1D Models. Journal of Hydraulic Engineering, 126(10), 778-785. doi:10.1061/(asce)0733-9429(2000)126:10(778)Rodriguez, M. J., Sérodes, J.-B., & Levallois, P. (2004). Behavior of trihalomethanes and haloacetic acids in a drinking water distribution system. Water Research, 38(20), 4367-4382. doi:10.1016/j.watres.2004.08.018Rossman, L. A., Clark, R. M., & Grayman, W. M. (1994). Modeling Chlorine Residuals in Drinking‐Water Distribution Systems. Journal of Environmental Engineering, 120(4), 803-820. doi:10.1061/(asce)0733-9372(1994)120:4(803)Schafer, C. A., & Mihelcic, J. R. (2012). Effect of storage tank material and maintenance on household water quality. Journal - American Water Works Association, 104(9), E521-E529. doi:10.5942/jawwa.2012.104.0125Soyupak, S., Kilic, H., Karadirek, I. E., & Muhammetoglu, H. (2011). On the usage of artificial neural networks in chlorine control applications for water distribution networks with high quality water. Journal of Water Supply: Research and Technology-Aqua, 60(1), 51-60. doi:10.2166/aqua.2011.086Tamari, S., & Ploquet, J. (2012). Determination of leakage inside buildings with a roof tank. Urban Water Journal, 9(5), 287-303. doi:10.1080/1573062x.2012.660959Thorley, A.R.D., 2004. Fluid Transients in Pipeline Systems. London: Professional Engineering Publishing.Tsukamoto, H., & Ohashi, H. (1982). Transient Characteristics of a Centrifugal Pump During Starting Period. Journal of Fluids Engineering, 104(1), 6-13. doi:10.1115/1.3240859Villanueva, C. ., Kogevinas, M., & Grimalt, J. . (2003). Haloacetic acids and trihalomethanes in finished drinking waters from heterogeneous sources. Water Research, 37(4), 953-958. doi:10.1016/s0043-1354(02)00411-6Wilo, A. (2007). Intelligent pumps for building automation systems. World Pumps, 2007(490), 26-32. doi:10.1016/s0262-1762(07)70252-3Woolschlager, J., Rittmann, B., & Piriou, P. (2005). Water quality decay in distribution systems – problems, causes, and new modeling tools. Urban Water Journal, 2(2), 69-79. doi:10.1080/15730620500144027Wylie, E.B. and Streeter, V.L., 1993. Fluid Transients in Systems. Englewood Cliffs, NJ: Prentice Hall

Bovine Spongiform Encephalopathy and Public Health

Η σπογγιόμορφη εγκεφαλοπάθεια των βοοειδών είναι μεταδοτική εκφυλιστική νόσος του κεντρικού νευρικού συστήματος και ανήκει σε ομάδα  ασθενειών, οι οποίες προσβάλλουν τον άνθρωπο και διάφορα είδη ζώων και έχουν παρόμοια ιστοπαθολογική εικόνα. Ο βλαπτικός παράγοντας της BSE, αλλά και όλων των άλλων σπογγιόμορφων εγκεφαλοπαθειών, δεν έχει πλήρως διευκρινιστεί. Η επικρατέστερη σήμερα άποψη είναι ότι αυτός αποτελείται κυρίως ή και μόνον από μη φυσιολογική πρωτεΐνη, που ονομάστηκε prion. Στις διάφορες παρατηρήσεις ο βλαπτικός παράγοντας γίνεται αντιληπτός με τη μορφή πρωτεϊνικών κυλίνδρων, οι οποίοι αποτελούνται από συγκεντρώσεις ή πολυμερισμένη μορφή του βλαπτικού παράγοντα και ονομάστηκε πρωτεΐνη prion (prion protein - PrP). Αποδείχθηκε ότι υπάρχουν δυο ισόμορφες της PrP. Η μία που σημειώνεται ως PrF παράγεται από αρκετά κύτταρα του ανθρώπου και των ζώων και αποτελεί κυτταρικό δομικό στοιχείο. Η δεύτερη που σημειώνεται ως PrPst παρουσιάζει ιδιαίτερες ιδιότητες, που την καθιστούν παθολογική και υπεύθυνη για τη δημιουργία των σπογγιόμορφων εγκεφαλοπαθειών. Ο αναδιπλασιασμός της PrPM φαίνεται ότι διενεργείται στα λυσοσώματα κυττάρων του νευρικού συστήματος και των δενδριτικών, καθώς και λοιπών κυττάρων του δικτυωτού των λεμφοκυτογόνων οργάνων με μετατροπή της PrPc σε PrPsc. Όπως φαίνεται η BSE προκλήθηκε στα βοοειδή εξαιτίας της κατανάλωσης από αυτά κρεαταλεύρων και οστεαλεύρων, που προέρχονταν από πρόβατα μολυσμένα από τη scrapie. Αναφορικά με την παθογένεια φαίνεται από πειραματικά δεδομένα ότι αρχικά η PrPsr εισέρχεται με την τροφή και εγκαθίσταται στα διάφορα λεμφοκυτογόνα όργανα όπου και γίνεται ο πρώτος αναδιπλασιασμός της. Πιστεύεται ότι, από τα λεμφοκυτογόνα όργανα, μεταφέρεται με τα νεύρα στο κεντρικό νευρικό σύστημα, όπου και δημιουργεί τις χαρακτηριστικές αλλοιώσεις της κενοτοπιώδους εκφύλισης των νευρικών κυττάρων και τη σπογγίωση, οπότε και εμφανίζεται κλινικά η νόσος. Τα νευρικά συμπτώματα χαρακτηρίζονται κυρίως από αλλαγή στη συμπεριφορά των ζώων και από κινητικές ανωμαλίες. Η διάγνωση της νόσου γίνεται με την παρατήρηση των ιστοπαθολογικών αλλοιώσεων, την ανίχνευση ινιδίων συνδεμένων με τη scrapie-SAF και την ανοσοϊστοχημική ανίχνευση των μορίων της PrPsc σε ιστολογικές τομές ή με ηλεκτροφόρηση (Western blotting test). Η BSE αποδείχθηκε ότι μπορεί να μεταδοθεί σε άλλα ζώα και υπάρχει η πιθανότητα να μεταδίδεται και στον άνθρωπο με την τροφική αλυσίδα. Ύστερα από αυτά και σ' όλο το διάστημα που διέρρευσε, απότην εμφάνιση της μέχρι σήμερα, λήφθηκαν μέτρα, τόσο από τη Μ. Βρεττανία, όσο και από την ΕΕ για την εκρίζωση της νόσου και την προστασία της δημόσιας υγείας. Τα μέτρα αυτά θα πρέπει να τηρούνται από τις επίσημες αρχές και επιπρόσθετα θα πρέπει να ενημερωθεί ο καταναλωτής για την πιθανή επικινδυνότητα των διαφόρων ζωικών προϊόντων.Bovine Spongiform Encephalopathy (BSE) is a transmissible degenerative disease of the central nervous system. It belongs to a group of diseases which affect man and various kinds of animals and they have a similar histopathological appearance. The harmful agent of BSE and all the others spongiform encephalopathies have not been totally clarified. Today according to the predominant opinion this agent is consisted mainly or/and only of an abnormal protein, which is called prion. In various observations the harmful agent appears like proteinaceous cylinders which are consisted of aggregations or polymerized forms of the agent and it is called prion-protein (PrP). It has been proved that there are two isoforms of PrP. The first of them, called PrPc, is produced from many cells of man and animals and consists a cellular structural element. The second, called PrPs t, due to its specific properties, it is considered to be pathological and responsible for the spongiform encephalopathies. The replication of PrPsc seems to take place in the lysosomes of central nervous system cells, dendritic, and other reticular cells of the lymphatic organs through transformation of PrPc into PrPsc. It appears BSE caused by feeding meat and bone meals to cattle which were originated from scrapie infected sheep. Refering to the pathogenesis originating from experimental data it seems that initially the PrF* enters the body by food and afterwards is settled in various lymphoid organs where the first replication takes place. It is believed that BSE is transmitted through the nerves to the CNS, where it creates the characteristic lesions of vacuolar degeneration of the neurons and finally the spongiosis. Then the clinical signs are expressed. The nervous signs characterised by behavioural alterations of the animals and kinetic abnormalities. The diagnosis of the disease is made by the observation of the histopathological lesions, the detection of Scrapie Associated Fibrils-SAF by EM, the immunohistochemical detection of prpsc i n histological samples or by electrophoresis (Western blotting test). BSE was proved to be transmissible to other animals and there is a possibility that it could be done to man through the food chain. According to the above in these years, from the appearance of the disease until now, have been taken bans from Great Britain as well as from E.U. for the eradication of the disease and the protection of the public health. These instructions should be followed by the authorities and additionally the consumers ought to be informed for the possible danger of various animal products

Post-operative critical care management of patients undergoing cytoreductive surgery and heated intraperitoneal chemotherapy (HIPEC)

<p>Abstract</p> <p>Background</p> <p>Cytoreductive surgery (CRS) and Heated Intraperitoneal Chemotherapy (HIPEC) results in a number of physiological changes with effects on the cardiovascular system, oxygen consumption and coagulation. The Critical Care interventions required by this cohort of patients have not yet been quantified.</p> <p>Methods</p> <p>This retrospective audit examines the experience of a Specialist Tertiary Centre in England over an 18 month period (January 2009-June 2010) during which 69 patients underwent CRS and HIPEC. All patients were extubated in the operating theatre and transferred to the Critical Care Unit (CCU) for initial post-operative management.</p> <p>Results</p> <p>Patients needed to remain on the CCU for 2.4 days (0.8-7.8). There were no 30 day mortalities. The majority of patients (70.1%) did not require post-operative organ support. 2 patients who developed pneumonia post-operatively required respiratory support. 18 (26.1%) patients required vasopressor support with norepinephrine with a mean duration of 13.94 hours (5-51 hours) and mean dose of 0.04 mcg/kg/min. Post-operative coagulopathy peaked at 24 hours. A significant drop in serum albumin was observed.</p> <p>Conclusion</p> <p>The degree of organ support required post-operatively is minimal. Early extubation is efficacious with the aid of epidural analgesia. Critical Care monitoring for 48 hours is desirable in view of the post-operative challenges.</p

Internet of Things for Water Sustainability

The water is a finite resource. The issue of sustainable withdrawal of freshwater is a vital concern being faced by the community. There is a strong connection between the energy, food, and water which is referred to as water-food-energy nexus. The agriculture industry and municipalities are struggling to meet the demand of water supply. This situation is particularly exacerbated in the developing countries. The projected increase in world population requires more fresh water resources. New technologies are being developed to reduce water usage in the field of agriculture (e.g., sensor guided autonomous irrigation management systems). Agricultural water withdrawal is also impacting ground and surface water resources. Although the importance of reduction in water usage cannot be overemphasized, major efforts for sustainable water are directed towards the novel technology development for cleaning and recycling. Moreover, currently, energy technologies require abundant water for energy production. Therefore, energy sustainability is inextricably linked to water sustainability. The water sustainability IoT has a strong potential to solve many challenges in water-food-energy nexus. In this chapter, the architecture of IoT for water sustainability is presented. An in-depth coverage of sensing and communication technologies and water systems is also provided