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Sharif MN, Bakhtavar E, Haider H, Hu G, Hewage K, Sadiq R. Staged energy and water quality optimization for large water distribution systems. ENVIRONMENTAL MONITORING AND ASSESSMENT 2022; 194:232. [PMID: 35229203 DOI: 10.1007/s10661-022-09874-0] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 09/04/2021] [Accepted: 02/17/2022] [Indexed: 06/14/2023]
Abstract
Simultaneous optimization of energy and water quality in real-time large-sized water distribution systems is a daunting task for water suppliers. The complexity of energy optimization increases with a large number of pipes, scheduling of several pumps, and adjustments of tanks' water levels. Most of the simultaneous energy and water quality optimization approaches evaluate small (or hypothetical) networks or compromise water quality. In the proposed staged approach, Stage 1 uses a risk-based approach to optimally locate the chlorine boosters in a large distribution system based on residual chlorine failures and the associated consequences in different land uses of the service area. Integrating EPANET and CPLEX software, Stage 2 uses mixed integer goal programming for optimizing the day-ahead pump scheduling. The objective function minimizes the pumping energy cost as well as the undesirable deviations from goal constraints, such as expected water demand. Stage 3 evaluates the combined hydraulics and water quality performances at the network level. The implementation of the proposed approach on a real-time large-sized network of Al-Khobar City in Saudi Arabia, with 44 groundwater wells, 12 reservoirs, 2 storage tanks, 191 mains, 141 junctions, and 17 pumps, illustrated the practicality of the framework. Simulating the network with an optimal pumping schedule and chlorine boosters' locations shows a 40% improvement in water quality performance, desired hydraulics performance with optimal pump scheduling, and an average 20% energy cost reduction compared to the normal (unoptimized) base case scenario.
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Affiliation(s)
- Muhammad Nadeem Sharif
- School of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada.
- Prep Year Program, College of General Studies, King Fahd University of Petroleum & Minerals, Dhahran, 31261, Saudi Arabia.
| | - Ezzeddin Bakhtavar
- School of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada
- Faculty of the Environment, Urmia University of Technology, Urmia, Iran
| | - Husnain Haider
- Civil Engineering Department, College of Engineering, Qassim University, Qassim, Buraydah, 51452, Saudi Arabia
| | - Guangji Hu
- School of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada
| | - Kasun Hewage
- School of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada
| | - Rehan Sadiq
- School of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada
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Applying the Water-Energy Nexus for Water Supply—A Diagnostic Review on Energy Use for Water Provision in Africa. WATER 2020. [DOI: 10.3390/w12092560] [Citation(s) in RCA: 5] [Impact Index Per Article: 1.3] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 11/16/2022]
Abstract
This work explores the application of the Water-Energy Nexus concept for water supply in the African context, where its operationalization is quite limited compared to developed regions. Furthermore, water supply and demand drivers and their influence on energy use are examined. This study found that there is limited literature available on the operationalization of the concept, and energy use is not considered a key performance indicator by water regulators and utilities. Regionally, most of the studies were carried out in the northern and southern Africa, where energy demand for water supply through desalination is high. An analysis of water supply and demand drivers show diminishing quantities of available freshwater, and increased anthropogenic pollutant loads in some areas are projected. Consequently, utilities will likely consider alternative energy-intensive water supply options. Increased population growth with the highest global urban growth rate is projected, with about 60% of the total population in Africa as urban dwellers by 2050. This implies huge growth in water demand that calls for investment in technology, infrastructure, and improved understanding of energy use and optimization, as the largest controllable input within utilities boundaries. However, it requires a data-driven understanding of the operational drivers for water supply and incorporation of energy assessment metrics to inform water-energy policies and to exploit the nexus opportunities.
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Characterization of the Agricultural Supply of Desalinated Seawater in Southeastern Spain. WATER 2019. [DOI: 10.3390/w11061233] [Citation(s) in RCA: 20] [Impact Index Per Article: 4.0] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 01/30/2023]
Abstract
The increasing shortage of water for crop irrigation in arid and semiarid regions is encouraging the use of non-conventional resources. In the last decade, seawater desalination has consolidated its position as an alternative source to increase the supply for agricultural irrigation in Spain and Israel, where the farmers’ acceptance is progressively rising, despite the supply price being much higher than that of other conventional water sources. This article describes the current situation of desalinated seawater production and supply to agriculture in the southeast of Spain, and analyzes key questions such as its role in regional water planning, the infrastructure needed for conveyance and distribution, the energy requirements, the production and distribution costs, and the final price to farmers. The study is based on descriptive and quantitative data collected from desalination plants and irrigation district managers through technical questionnaires and personal interviews. The results show how seawater desalination is effectively alleviating the regional constraints in the irrigated agriculture supply, and why it is becoming strategic to maintaining food production and socioeconomic development. However, the high-energy requirements and associated costs in comparison with other water sources limit a more widespread use for agriculture, and for this reason desalinated water still only plays a complementary role in most irrigation districts.
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Castellet-Viciano L, Hernández-Chover V, Hernández-Sancho F. Modelling the energy costs of the wastewater treatment process: The influence of the aging factor. THE SCIENCE OF THE TOTAL ENVIRONMENT 2018; 625:363-372. [PMID: 29289784 DOI: 10.1016/j.scitotenv.2017.12.304] [Citation(s) in RCA: 6] [Impact Index Per Article: 1.0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 09/09/2017] [Revised: 12/24/2017] [Accepted: 12/26/2017] [Indexed: 06/07/2023]
Abstract
Wastewater treatment plants (WWTPs) are aging and its effects on the process are more evident as time goes by. Due to the deterioration of the facilities, the efficiency of the treatment process decreases gradually. Within this framework, this paper proves the increase in the energy consumption of the WWTPs with time, and finds differences among facilities size. Accordingly, the paper aims to develop a dynamic energy cost function capable of predicting the energy cost of the process in the future. The time variable is used to introduce the aging effects on the energy cost estimation in order to increase the accuracy of the estimation. For this purpose, the evolution of energy costs will be assessed and modelled for a group of WWTPs using the methodology of cost functions. The results will be useful for the managers of the facilities in the decision making process.
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Affiliation(s)
- Lledó Castellet-Viciano
- Water Economics Group, Faculty of Economics, University of Valencia, Campus dels Tarongers, 46022 Valencia, Spain.
| | - Vicent Hernández-Chover
- Water Economics Group, Faculty of Economics, University of Valencia, Campus dels Tarongers, 46022 Valencia, Spain
| | - Francesc Hernández-Sancho
- Water Economics Group, Faculty of Economics, University of Valencia, Campus dels Tarongers, 46022 Valencia, Spain
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Cherchi C, Badruzzaman M, Gordon M, Bunn S, Jacangelo JG. Investigation of Cost and Energy Optimization of Drinking Water Distribution Systems. ENVIRONMENTAL SCIENCE & TECHNOLOGY 2015; 49:13724-13732. [PMID: 26461069 DOI: 10.1021/acs.est.5b03666] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 06/05/2023]
Abstract
Holistic management of water and energy resources through energy and water quality management systems (EWQMSs) have traditionally aimed at energy cost reduction with limited or no emphasis on energy efficiency or greenhouse gas minimization. This study expanded the existing EWQMS framework and determined the impact of different management strategies for energy cost and energy consumption (e.g., carbon footprint) reduction on system performance at two drinking water utilities in California (United States). The results showed that optimizing for cost led to cost reductions of 4% (Utility B, summer) to 48% (Utility A, winter). The energy optimization strategy was successfully able to find the lowest energy use operation and achieved energy usage reductions of 3% (Utility B, summer) to 10% (Utility A, winter). The findings of this study revealed that there may be a trade-off between cost optimization (dollars) and energy use (kilowatt-hours), particularly in the summer, when optimizing the system for the reduction of energy use to a minimum incurred cost increases of 64% and 184% compared with the cost optimization scenario. Water age simulations through hydraulic modeling did not reveal any adverse effects on the water quality in the distribution system or in tanks from pump schedule optimization targeting either cost or energy minimization.
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Affiliation(s)
- Carla Cherchi
- MWH Americas, Inc. , 300 North Lake Avenue, Pasadena, California 91101, United States
| | - Mohammad Badruzzaman
- MWH Americas, Inc. , 300 North Lake Avenue, Pasadena, California 91101, United States
| | - Matthew Gordon
- Derceto, Ltd. , 63 Albert Street, Auckland 1141, New Zealand
| | - Simon Bunn
- Derceto, Ltd. , 63 Albert Street, Auckland 1141, New Zealand
| | - Joseph G Jacangelo
- MWH Americas, Inc. , 300 North Lake Avenue, Pasadena, California 91101, United States
- The Johns Hopkins University Bloomberg School of Public Health, 615 North Wolfe Street, Baltimore, Maryland 21205, United States
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