Scaling of direct potable water reuse (DPR) systems involves tradeoffs of treatment facility economy-of-scale, versus cost and energy of conveyance including energy for upgradient distribution of treated water, and retention of wastewater thermal energy. In this study, a generalized model of the cost of DPR as a function of treatment plant scale, assuming futuristic, optimized conveyance networks, was constructed for purposes of developing design principles. Fractal landscapes representing flat, hilly, and mountainous topographies were simulated, with urban, suburban, and rural housing distributions placed by modified preferential growth algorithm. Treatment plants were allocated by agglomerative hierarchical clustering, networked to buildings by minimum spanning tree. Simulations assume advanced oxidation-based DPR system design, with 20-year design life and capability to mineralize chemical oxygen demand below normal detection limits, allowing implementation in regions where disposal of concentrate containing hormones and antiscalants is not practical. Results indicate that total DPR capital and O&M costs in rural areas, where systems that return nutrients to the land may be more appropriate, are high. However, costs in urban/suburban areas are competitive with current water/wastewater service costs at scales of ca. one plant per 10,000 residences. This size is relatively small, and costs do not increase significantly until plant service areas fall below 100 to 1000 homes. Based on these results, distributed DPR systems are recommended for consideration for urban/suburban water and wastewater system capacity expansion projects.
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http://dx.doi.org/10.1016/j.watres.2015.02.033 | DOI Listing |
J Parasitol Res
November 2024
Department of Biomedical Science, Hawassa University, Hawassa, Ethiopia.
Materials (Basel)
October 2024
Department of Mechanical Engineering, College of Engineering and Computer Sciences, Jazan University, 114 Almarefah Rd., Jazan 45142, Saudi Arabia.
Environ Monit Assess
October 2024
Research Group for Optimization of Analytical Technologies Applied to Environmental and Sanitary Samples (GOTAS), School of Technology, Universidade Estadual de Campinas, Limeira, SP, 13484-332, Brazil.
Sludge from water treatment plants (WTPs) is usually processed by physicochemical clarification followed by thickening, which results in the production of an effluent from dewatering/drying sludge processes that can potentially impact the environment. This paper assessed the viability of employing sludge dewatering water from a water treatment sludge plant (WTSP) in São Paulo State, Brazil, for reuse purposes. Water quality variables were monitored in the effluent and receiving stream.
View Article and Find Full Text PDFEnviron Epidemiol
December 2024
School of Public Health, UTHealth Houston, El Paso, Texas.
Environ Epidemiol
December 2024
School of Medicine, University of California San Francisco, San Francisco, California.
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