Gray Water Reuse in Urban Areas

The objective of this work is to assess the potentials and requirements for grey water reuse in Jordan. The results revealed that urban, rural and dormitory grey water production rate and concentration of TS, BOD5, COD and pathogens varied between 18–66 L cap−1d−1, 848–1,919, 200–1,056, and 560–2,568 mg L−1 and 6.9E2–2.7E5 CFU mL−1, respectively. The grey water compromises 64 to 85% of the total water flow in the rural and urban areas. Storing grey water is inevitable to meet reuse requirements in terms of volume and timing. All the studied grey waters need treatment, in terms of solids, BOD5, COD and pathogens, before storage and reuse. Storage and physical treatment, as a pretreatment step should be avoided, since it produces unstable effluents and non-stabilized sludge. However, extensive biological treatment can combine storage and physical treatments. Furthermore, a batch-fed biological treatment system combining anaerobic and aerobic processes copes with the fluctuations in the hydrographs and pollutographs as well as the present nutrients. The inorganic content of grey water in Jordan is about drinking water quality and does not need treatment. Moreover, the grey water SAR values were 3–7, revealing that the concentrations of monovalent and divalent cations comply with agricultural demand in Jordan. The observed patterns in the hydrographs and pollutographs showed that the hydraulic load could be used for the design of both physical and biological treatment units for dormitories and hotels. For family houses the hydraulic load was identified as the key design parameter for physical treatment units and the organic load is the key design parameter for biological treatment units.

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Evaluation of a portable in-house greywater treatment system for potential water-reuse in urban areas

Urban Water Journal ◽

10.1080/1573062x.2018.1457165 ◽

2018 ◽

Vol 15 (4) ◽

pp. 309-315 ◽

Cited By ~ 6

Author(s):

Shashi Kant ◽

Fouad H. Jaber ◽

R. Karthikeyan

Keyword(s):

Urban Areas ◽

Water Reuse ◽

Treatment System

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Revisiting Soil Aquifer Treatment: Improving Biodegradation and Filtration Efficiency Using a Highly Porous Material

Water ◽

10.3390/w12123593 ◽

2020 ◽

Vol 12 (12) ◽

pp. 3593

Author(s):

Joshua Brooks ◽

Noam Weisbrod ◽

Edo Bar-Zeev

Keyword(s):

Porous Material ◽

Urban Areas ◽

Water Reuse ◽

Filtration Efficiency ◽

Natural Material ◽

Soil Aquifer Treatment ◽

Bacterial Phyla ◽

Custom Made ◽

Highly Porous ◽

Highly Porous Material

Soil aquifer treatment (SAT) is an established and sustainable wastewater treatment approach for water reuse that has been gaining increased attention in various countries around the world. Increasing volumes of domestic wastewater and escalating real estate prices around urban areas emphasize the urgent need to maximize the treatment efficiency by revisiting the SAT setup. In this study, a novel approach was examined to increase biodegradation rates and improve the quality of SAT topsoil effluent. Experiments with midscale, custom-made columns were carried out with sand collected from an operational SAT and a highly permeable natural material with high internal porosity, tuff, which was maturated (i.e., buried in the SAT infiltration basin) for 3 months. The filtration efficiency, biodegradation rates of organic material, microbial diversity, and outflow quality were compared between the operational SAT sand and the tuff using state-of-the-art approaches. The results of this study indicate that biodegradation rates (9.2 µg C g−1d−1) and filtration efficiency were up to 2.5-fold higher within the tuff than the SAT sand. Furthermore, the biofilm community was markedly different between the two media, giving additional insights into the bacterial phyla responsible for biodegradation. The results highlight the advantage of using highly porous material to enhance the SAT filtration efficiency without extending the topsoil volume. Hence, infusing a permeable medium, comprising highly porous material, into the SAT topsoil could offer a simple approach to upgrade an already advantageous SAT in both developed and developing countries.

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Semi-centralised supply and treatment systems for (fast growing) urban areas

Water Science & Technology ◽

10.2166/wst.2007.021 ◽

2007 ◽

Vol 55 (1-2) ◽

pp. 349-356 ◽

Cited By ~ 18

Author(s):

B. Weber ◽

P. Cornel ◽

M. Wagner

Keyword(s):

Water Supply ◽

Rapid Growth ◽

Urban Areas ◽

Water Reuse ◽

The Other ◽

Optimal Size ◽

Local Supply ◽

The One ◽

Sanitation Systems ◽

Mega Cities

Mega cities with rapid growth are challenged by two main problems concerning water supply and sanitation. One is water scarcity because local demand exceeds local supply. The other is that the infrastructure for water supply and the collection and treatment of wastewater cannot keep up with the rapid growth of the mega cities. The transfer of conventional centralised water and wastewater systems from industrialised countries to mega cities does not seem appropriate, because of the rapid and almost unpredictable growth in mega cities on the one hand and the regional shortage of water which requires an economical use and reuse wherever possible on the other hand. The transition from centralised to semi-centralised supply and treatment systems (SESATS) may be one method of resolution to the grave discrepancy between the rapid growth of cities and the provision of supply and treatment infrastructure. One important aspect of planning semi-centralised wastewater collection and treatment infrastructure including intra-urban water reuse is the assessment of the optimal size. Therefore, factors and indicators, which have an effect on the scale of semi-centralised sanitation systems, have to be developed. Beside the introduction in SESATS some of these factors, criteria and indicators and their effects on the system's scale will be introduced in this paper.

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Algorithm for sustainable water source and treatment selection process

Water Science & Technology Water Supply ◽

10.2166/ws.2020.158 ◽

2020 ◽

Vol 20 (7) ◽

pp. 2648-2657

Author(s):

Adrienne I. Masterton ◽

Brian D. Barkdoll

Keyword(s):

Water Reuse ◽

Selection Process ◽

Opinion Leader ◽

Water Source ◽

Water Sources ◽

Treatment Selection ◽

New Method ◽

Drinking Water Source ◽

Treatment Methods ◽

Gray Water

Abstract World water supply is lacking in many places, making sanitation and reuse methods important. A new algorithm entitled ‘Drinking Water Source and Treatment Selection’ (DWSTS) to more sustainably select and compare water sources and treatment methods is introduced and demonstrated. Sustainability factors included in DWSTS include economic, social, and technical. DWSTS charts produced using this new method are an improvement over more traditional performance measures since they compare water sources based on a spectrum of considerations. The DWSTS method is demonstrated in a representative town. In water-scarce Muslim communities, the practice of ablution offers an opportunity for gray water reuse. Treating and reusing ablution gray water (AGW) was evaluated as part of the new DWSTS algorithm. Investigatory tools included in the new method were: household water use surveys, opinion leader interviews, an AGW collection device prototype design, treatment identification and testing, and comparison of attributes to those of existing water sources. Treatment methods examined were locally-made clay pot filter, coagulation and settling using moringa tree seeds, and P&G™ Purifier of Water. The DWSTS charts developed indicate AGW reuse could be socially acceptable, has potential to provide quality water, and would be financially competitive with existing sources. The DWSTS resulted in a more robust and environmentally sustainable solution than the conventional approach of simply considering cost.

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