scholarly journals Pimpama-Coomera dual reticulation end use study: pre-commission baseline, context and post-commission end use prediction

2010 ◽  
Vol 10 (3) ◽  
pp. 302-314 ◽  
Author(s):  
R. M. Willis ◽  
R. A. Stewart ◽  
S. C. Emmonds
Keyword(s):  
Predictive Model ◽  
Water Source ◽  
Gold Coast ◽  
Recycled Water ◽  
Supply Source ◽  
Water Pipelines ◽  
Adjustment Factors ◽  
Consumption Rates ◽  
End Use ◽  
End Uses

The Gold Coast Water Pimpama Coomera dual reticulation schemes' recycled water supply will be online in late 2009. In an attempt to achieve better estimates on both potable and likely recycled water end uses within this region, this paper presents a predictive model that utilises a range of input parameters, including: current use in the Gold Coast and the Pimpama Coomera regions at both a bulk billing and end use level; recycled water use at other dual reticulated schemes; and questionnaire survey of residents water source preferences for outdoor uses. Prior to the commissioning of recycled water, potable water is supplied through the recycled water pipelines. Water end use consumption analysis from the recycled water smart meter indicates that this supply source currently provides 20% of total household use with the majority of use being for toilet flushing. However, a range of factors have attributed to this low baseline level with evidence collected in this study indicating that higher recycled water consumption rates will occur once this supply line has been commissioned; largely due to the lower cost and fewer restrictions placed on this water source for discretionary outdoor purposes. The weighted amalgamation of a range of baseline adjustment factors assisted in the prediction of post-commissioning end uses for the Pimpama Coomera dual reticulated region. The predictive model indicated that recycled water end uses would account for 53 litres per person per day or 30.6% of total household consumption. The paper concludes with a brief overview of Phase 2 of the study which aims to compare actual post-commission end uses with the baseline situation and prediction, as well as the development of a robust end use model for dual reticulated regions.

Public stereotypes of recycled water end uses with different human contact: Evidence from event-related potential (ERP)

2021 ◽  
Vol 168 ◽  
pp. 105464
Author(s):  
Caixia Hou ◽  
Yan Wen ◽  
Yuqi He ◽  
Xiaojun Liu ◽  
Mengmeng Wang ◽  
...  
Keyword(s):  
Event Related Potential ◽  
Recycled Water ◽  
Human Contact ◽  
End Uses

scholarly journals Material Technology Trends to Improve Multi-Layer Coatings: Challenges to Traditional Thinking

1996 ◽  
Author(s):  
Jamie W. Cox ◽  
Denis Grimshaw ◽  
Carmine D’Agostino
Keyword(s):  
Coating Material ◽  
Coating System ◽  
End User ◽  
Material Technology ◽  
Polyethylene Coating ◽  
Water Pipelines ◽  
End Use ◽  
Oil Gas ◽  
Technology Trends

Current Global acceptance of the three layer polyethylene coating system for the exterior coating of steel pipelines (for almost any environment on-shore/off-shore for oil, gas or water pipelines) has helped to expand the present coating use. The focus of this paper will be on coating material changes by technology, to up-grade the end use of the coating system and to present those changes to the engineering and corrosion community to the benefit of the end user or client.

scholarly journals Realizing Beneficial End Uses from Abandoned Pit Lakes

Minerals ◽  
2020 ◽  
Vol 10 (2) ◽  
pp. 133 ◽  
Author(s):  
Cherie McCullough ◽  
Martin Schultze ◽  
Jerry Vandenberg
Keyword(s):  
Water Quality ◽  
Carbon Fixation ◽  
Mine Closure ◽  
Pit Lake ◽  
Safety Issues ◽  
Pit Lakes ◽  
End Use ◽  
Project Closure ◽  
Active Recreation ◽  
End Uses

Pit lakes can represent significant liabilities at mine closure. However, depending upon certain characteristics of which water quality is key, pit lakes often also present opportunities to provide significant regional benefit and address residual closure risks of both their own and overall project closure and even offset the environmental costs of mining by creating new end uses. These opportunities are widely dependent on water quality, slope stability, and safety issues. Unfortunately, many pit lakes have continued to be abandoned without repurposing for an end use. We reviewed published pit lake repurposing case studies of abandoned mine pit lakes. Beneficial end use type and outcome varied depending upon climate and commodity, but equally important were social and political dynamics that manifest as mining company commitments or regulatory requirements. Many end uses have been realized: passive and active recreation, nature conservation, fishery and aquaculture, drinking and industrial water storage, greenhouse carbon fixation, flood protection and waterway remediation, disposal of mine and other waste, mine water treatment and containment, and education and research. Common attributes and reasons that led to successful repurposing of abandoned pit lakes as beneficial end uses are discussed. Recommendations are given for all stages of mine closure planning to prevent pit lake abandonment and to achieve successful pit lake closure with beneficial end uses.

scholarly journals Evaluating the Willingness to Pay for Using Recycled Water for Irrigation

2019 ◽  
Vol 11 (19) ◽  
pp. 5220 ◽  
Author(s):  
Dimitra Lazaridou ◽  
Anastasios Michailidis ◽  
Konstantinos Mattas
Keyword(s):  
Willingness To Pay ◽  
Contingent Valuation Method ◽  
Water Source ◽  
Complete Information ◽  
Environmental Benefits ◽  
Irrigated Agriculture ◽  
Environmental Benefit ◽  
Recycled Water ◽  
Basin Scale ◽  
Alternative Water

The present study attempts to estimate individuals’ willingness to pay for recycled water irrigation, in order to enhance the water supply and ensure the continuation of irrigated agriculture in Nestos catchment. Contingent valuation method has been developed for the investigation of farmers’ preferences, in monetary terms, to adopt this alternative water source for irrigation purposes. The applied method is regularly followed in the framework of environmental valuation. The results of the survey are based on data collected from questionnaires, which were answered by respondents at a river basin scale. In a representative sample of 302 farmers, we find that 64.2% of them expressed a positive stance towards using recycled water, a fact that results in lower environmental impacts. However, findings indicate that participants are willing to pay a significantly less amount of money than they already pay, for freshwater. Additionally, the analysis demonstrates that the use of recycled water in agriculture is more acceptable to respondents who are aware of its environmental benefits. Therefore, the provision of complete information on the welfare of using recycled water for irrigation to farmers may lead to greater adoption intention and a greater environmental benefit.

Corn starch-based treatment improves rainwater quality

2015 ◽  
Vol 15 (6) ◽  
pp. 1326-1333
Author(s):  
Liane Yuri Kondo Nakada ◽  
Rodrigo Braga Moruzzi
Keyword(s):  
Corn Starch ◽  
Rainwater Harvesting ◽  
Single Layer ◽  
Water Source ◽  
Total Coliform ◽  
Direct Filtration ◽  
Alternative Water ◽  
End Use ◽  
Apparent Colour ◽  
Rainwater Quality

Rainwater harvesting can provide an alternative water source, which may demand little treatment, depending on the end use. Some starches have been used in water treatment as coagulant/flocculant/filtration aid, and might be applied as primary coagulant. Here, we show direct filtration with hydraulic rapid mixing, using 2–6 mg L−1 cationic corn starch as primary coagulant, considerably improves roof-harvested rainwater quality, achieving removal efficiencies of up to 71.7% of apparent colour, 78% of turbidity, 1.1 log-unit of total coliform, and 1.6 log-unit of Escherichia coli, meeting guidelines for turbidity, even for potable purposes. Cationic corn starch has proved to be a suitable primary coagulant when filtration is performed in a single-layer sand filter (coefficient of uniformity: 1.8, effective particle size: 0.52 mm), at hydraulic loading rate of 450 m day−1. However, a disinfection unit is required to meet an absence of faecal coliform.

Gold coast seaway smartrelease decision support system: optimising recycled water release in a sub tropical estuarine environment

2009 ◽  
Vol 60 (8) ◽  
pp. 2077-2084 ◽  
Author(s):  
G. Stuart ◽  
A. Hollingsworth ◽  
F. Thomsen ◽  
S. Szylkarski ◽  
S. Khan ◽  
...  
Keyword(s):  
Water Quality ◽  
Decision Support ◽  
Decision Support System ◽  
Support System ◽  
Numerical Models ◽  
Water Levels ◽  
Gold Coast ◽  
Recycled Water ◽  
Water Release ◽  
The Impact

Gold Coast Water is responsible for the management of the water, recycled water and wastewater assets of the City of the Gold Coast on Australia's east coast. Excess treated recycled water is released at the Gold Coast Seaway, a man-made channel connecting the Broadwater Estuary with the Pacific Ocean, on an outgoing tide in order for the recycled water to be dispersed before the tide changes and re-enters the Broadwater estuary. Rapid population growth has placed increasing demands on the city's recycled water release system and an investigation of the capacity of the Broadwater to assimilate a greater volume of recycled water over a longer release period was undertaken in 2007. As an outcome, Gold Coast Water was granted an extension of the existing release licence from 10.5 hours per day to 13.3 hours per day from the Coombabah wastewater treatment plant (WWTP). The Seaway SmartRelease Project has been designed to optimise the release of the recycled water from the Coombabah WWTP in order to minimise the impact to the receiving estuarine water quality and maximise the cost efficiency of pumping. In order achieve this; an optimisation study that involves intensive hydrodynamic and water quality monitoring, numerical modelling and a web-based decision support system is underway. An intensive monitoring campaign provided information on water levels, currents, winds, waves, nutrients and bacterial levels within the Broadwater. This data was then used to calibrate and verify numerical models using the MIKE by DHI suite of software. The Decision Support System will then collect continually measured data such as water levels, interact with the WWTP SCADA system, run the numerical models and provide the optimal time window to release the required amount of recycled water from the WWTP within the licence specifications.

scholarly journals Extracting household water use event characteristics from rudimentary data

2020 ◽  
Vol 69 (4) ◽  
pp. 387-397 ◽  
Author(s):  
Bettina Elizabeth Meyer ◽  
Heinz Erasmus Jacobs ◽  
Adeshola Ilemobade
Keyword(s):  
High Resolution ◽  
Water Use ◽  
Service Providers ◽  
Flow Measurements ◽  
High Resolution Data ◽  
High Resource ◽  
Smart Water ◽  
Household Water ◽  
End Use ◽  
End Uses

Abstract Household water end-uses have been extracted from high-resolution smart water meter data in various earlier studies. However, research on end-use disaggregation from rudimentary data is limited. Rudimentary data is defined as data recorded in intervals longer than 1 min, or data recorded with resolutions larger than 0.1 L/pulse. Developing countries typically deal with rudimentary data, due to the high cost and high resource investment associated with high-resolution data. The aim of this study was to extract useful event characteristics from rudimentary data, without identifying the actual end-uses per se. A case study was conducted in the City of Johannesburg, South Africa, where 63 homes were equipped with iPERL smart water meters. The meters recorded flow measurements every 15 s at a 1 L/pulse resolution, rendering the recorded data rudimentary. A total of 1,107,547 event pulses were extracted over the 217-day study period. Although the method presented is limited in the sense that water use events cannot be identified, the method allows for disaggregation of event pulses in the presence of rudimentary data. Using this tool, it is possible to lift valuable information from rudimentary data that would subsequently benefit service providers in setting water demand strategies.

Developing a demand model integrating end uses of water (DMEUW): structure and process of integration

2015 ◽  
Vol 71 (4) ◽  
pp. 529-537 ◽  
Author(s):  
R. C. Sarker ◽  
S. Gato-Trinidad
Keyword(s):  
Water Consumption ◽  
Water Conservation ◽  
Water Demand ◽  
Daily Rainfall ◽  
Demand Model ◽  
Data Set ◽  
Residential Water Consumption ◽  
End Use ◽  
Hypertext Markup Language ◽  
End Uses

The process of developing an integrated water demand model integrating end uses of water has been presented. The model estimates and forecasts average daily water demand based on the end-use pattern and trend of residential water consumption, daily rainfall and temperature, water restrictions and water conservation programmes. The end-use model uses the latest end-use data set collected from Yarra Valley Water, Australia. A computer interface has also been developed using hypertext markup language and hypertext pre-processor. The developed model can be used by water authorities and water resource planners in forecasting water demand and by household owners in determining household water consumption.

Energy analysis of reclaimed water application for irrigation in arid and semi-arid regions

2015 ◽  
Vol 7 (1) ◽  
pp. 159-168 ◽  
Author(s):  
Derek T. Nguyen ◽  
Linda Y. Tseng ◽  
Reza Sobhani ◽  
Diego Rosso
Keyword(s):  
Carbon Footprint ◽  
Arid Regions ◽  
Energy Intensity ◽  
Reclaimed Water ◽  
Supply Source ◽  
Multiple Process ◽  
End Use ◽  
Groundwater Source ◽  
Monetary Savings ◽  
Semi Arid

Freshwater availability is the major constraint to agriculture in arid and semi-arid regions. The groundwater and energy conservation of applying reclaimed water for irrigation was analysed, using Southern California as the spatial domain for model testing. An extensive compilation of the most recent publicly available datasets was used to calculate the energy intensity for each water supply source, the associated carbon footprint reduction and the monetary savings associated with using reclaimed water over groundwater. Our results indicate that for 1998–2010 in California the fractional water use for agriculture is 0.81 and for urban use is 0.19. During this same period, an average of 4.2 × 1010 m3 of water were used for crop irrigation, of which 1%, 46.8% and 52.2% came from reclaimed water, groundwater, and surface water, respectively. Each of these three main water sources is associated with a range of energy intensity (in kWh m−3), depending on the process and environmental characteristics of the end-use location. Our analysis of multiple process and environmental configurations produced a detailed energy intensity database, with the associated carbon footprint. These databases are used to quantify the energy and carbon footprint difference between applying the current groundwater source and reclaimed water for irrigation.

scholarly journals Recycled water is a promising new supply source

2000 ◽  
Vol 54 (2) ◽  
pp. 59-59 ◽  
Author(s):  
Henry J. Vaux
Keyword(s):  
Recycled Water ◽  
Supply Source
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