Evidence map›Paper›PMID 35229203›Full record

ArticleEnvironmental monitoring and assessment2022

Staged energy and water quality optimization for large water distribution systems.

Muhammad Nadeem Sharif, Ezzeddin Bakhtavar, Husnain Haider, Guangji Hu, Kasun Hewage, Rehan Sadiq

Abstract read
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In one paragraph

Article in Environmental monitoring and assessment, 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing papers in PubMed
0.6field-weighted citation impact, top 39% of its field
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

0 citing papers in PubMed, 5 citations in OpenAlex.

No citing paper in PubMed yet.

4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

6 authors at 3 institutions in 3 countries.

Muhammad Nadeem SharifSchool of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada. hmn929394@gmail.com.ORCID http://orcid.org/0000-0001-5700-4297
Ezzeddin BakhtavarSchool of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada.
Husnain HaiderCivil Engineering Department, College of Engineering, Qassim University, Qassim, Buraydah, 51452, Saudi Arabia.
Guangji HuSchool of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada.
Kasun HewageSchool of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada.
Rehan SadiqSchool of Engineering, University of British Columbia (Okanagan Campus), 1137 Alumni Avenue, Kelowna, BC, V1V 1V7, Canada.
University of British Columbia · CAKing Fahd University of Petroleum and Minerals · SAQassim University · SA

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

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.

Indexed as

GroundwaterWater QualityEnvironmental MonitoringWater SupplyWater WellsEnergy-optimizationMixed integer-goal-programmingWater-distribution-systemsWater quality-improvement

Identifiers

PMID35229203
OpenAlexW4214806825

What OpenQuestion holds

Textmetadata
Read underepoch 390

Registered trials

None linked

Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.