Water Treatment Systems Research Articles

The Formation and Composition of Biofilms in a Terrestrial Water Treatment System of Iron-Containing Groundwater

The Formation and Composition of Biofilms in a Terrestrial Water Treatment System of Iron-Containing Groundwater

Optimal UV Quantity for a Ballast Water Treatment System for Compliance with Imo Standards

Abstract Ballast water management is an effective measure to ensure that organisms, bacteria and viruses do not migrate with the ballast water to other areas. In 2004, the International Maritime Organization adopted the International Convention on the Control and Management of Ballast Water and Ship Sediments, which regulates issues related to ballast water management. Many technologies have been researched and developed, and of these, the use of UV rays in combination with filter membranes has been shown to have many advantages and to meet the requirements of the Convention. However, the use of UV furnaces in ballast water treatment systems requires a very large capacity, involving the use of many high-power UV lamps. This not only consumes large amounts of electrical energy, but is also expensive. It is therefore necessary to find an optimal algorithm to enable the UV radiation for the UV controller in the ballast water sterilisation process to be controlled in a reasonable and effective manner. This controller helps to prolong the life of the UV lamp, reduce power consumption and ensure effective sterilisation. This paper presents a UV control algorithm and a controller for a UV furnace for a ballast water treatment system installed on a ship. The results of tests on vessels illustrate the effect of the proposed UV controller.

Performance and economic analysis of the cooling tower blowdown water treatment system in a coal-fired power plant

In recent years, the treatment and reuse of wastewater have been widely of interest due to the severe shortage of water resources. As is well known, a huge amount of water is consumed in coal-fired power plants, especially for the circulation cooling system in a cooling tower. Therefore, research on the circulating cooling system and cooling tower blowdown water (CTBD) treatment is crucial. In this study, a computational model was established to study the treatment of CTBD by reverse osmosis (RO) and direct contact membrane distillation (DCMD). Recycled fresh water was used as a water supply for the cooling tower. The effects of the main operating parameters on the performances of the RO and DCMD with/without waste heat utilization were explored. The water-saving effects, energy consumption amounts, and economics of the three systems were analyzed comparatively. The results showed that better water-saving performance of the DCMD with waste heat utilization was achieved with a water-saving rate of 18.4% and that the energy consumption and cost were slightly lower than those of the RO. The lowest water treatment cost of the DCMD with waste heat utilization was 3.38 Ұ/m3. In addition, the effect of electricity price on the costs was studied. When the electricity price was higher than 0.31 Ұ/kWh, the DCMD with waste heat utilization was more economical.

Changes of putative pathogenic species within the water bacterial community in large-scale drinking water treatment and distribution systems

Although the management of microbes in drinking water is of paramount importance for public health, there remain challenges in comprehensively examining pathogenic bacteria in the water supply system at the species level. In this study, high-throughput sequencing of nearly full-length 16S rRNA genes was performed to investigate the changes of the water bacterial community in three large-scale drinking water treatment plants (DWTPs) and their corresponding distribution systems during winter and summer. Our findings revealed significant differences in the bacterial community structure between winter and summer water samples for each DWTP and its distribution management area (DMA). In the groundwater-fed DWTP, selective enrichment of mycobacterial species was observed in both seasons, and the subsequent DMA also exhibited strong selection for specific mycobacterial species. In one of the surface water-fed DWTPs, certain Legionella species present in the source water in winter were selectively enriched in the bacterial community after pre-oxidation, although they were susceptible to the subsequent purification steps. A variety of putative pathogenic species (n = 83) were identified based on our pathogen identification pipeline, with the dominant species representing opportunistic pathogens commonly found in water supply systems. While pathogen removal primarily occurred during the purification processes of DWTPs, especially for surface water-fed plants, the relative abundance of pathogenic bacteria in the DMA water flora was lower than that in the DWTP effluent flora, indicating a diminished competitiveness of pathogens within the DMA ecosystem.

Lifecycle Assessment of Two Urban Water Treatment Plants of Pakistan

Water treatment technologies are striving to retain their ecological and economic viability despite the rising demand, conventional infrastructure, financial constraints, fluctuating climatic patterns, and highly stringent regulations. This study evaluates the lifecycle environmental impact of urban water treatment systems within the two densely populated South Asian municipalities of Islamabad and Rawalpindi, Pakistan. The scope of this study includes a process-based Life Cycle Assessment (LCA) of the entire water treatment system, particularly the resources and materials consumed during the operation of the treatment plant. The individual and cumulative environmental impact was assessed based on the treatment system data and an in-depth lifecycle inventory analysis. Other than the direct emissions to the environment, the electricity used for service and distribution pumping, coagulant use for floc formation, chlorine gas used for disinfection, and caustic soda used for pH stabilization were the processes identified as the most significant sources of emissions to air and water. The water distribution consumed up to 98% of energy resources. The highest global warming impacts (from 0.3 to 0.6 kg CO2 eq./m3) were assessed as being from the coagulation and distribution processes due to extensive electricity consumption. Direct discharge of the wash and wastewater to the open environment contributed approximately 0.08% of kg-N and 0.002% of kg-P to the eutrophication potential. The outcome of this study resulted in a thorough lifecycle inventory development, including possible alternatives to enhance system sustainability. A definite gap was identified in intermittent sampling at the treatment systems. However, more stringent sampling including the emissions to air can provide a better sustainability score for each unit process.

Design and investigation of photoelectrochemical water treatment using self-standing Fe3O4/NiCo2O4 photoanode: In-situ H2O2 generation and fenton-like activation

Photoelectrocatalytic advanced oxidation processes (PEC AOPs) show great promise for solar-driven water treatment due to their energy efficiency and environmental compatibility. This study focuses on two key aspects: 1) creating an efficient photoanode and 2) utilizing the cathodic process simultaneously to enhance water treatment. Herein, a self-standing photoanode with stemmed nanospikes made from Fe3O4@NiCo2O4 (FNCO) was developed and seamlessly integrated into a PEC system. FNCO photoanode significantly improves PEC cell performance, using half the energy (12 Wh/g-pollutant) and achieving a four-fold higher rate constant (7.9×10−2 s−1) compared to NiCo2O4 (NCO). The in-situ generation of H2O2 and its Fenton-like activation amplifies the generation of reactive oxygen species (ROS), contributing to the PEC degradation activity. Detailed analysis reveals that the presence of surface-Fe3O4 enhances surface hydrophilicity and contributes to the high density of catalytically active sites in FNCO. We conducted a comprehensive investigation into the in-situ formation and activation pathways of H2O2 molecules through a series of experiments. The designed PEC water treatment system achieved almost 60 % total organic carbon (TOC) removal efficiency with consistent performance across a range of real-world water treatment scenarios, underscoring its versatility and robustness.

A Subsurface Horizontal Constructed Wetland Design Approach for Wastewater Treatment: Application in Ar Riyadh, Saudi Arabia

In this study, a decentralized new sewage water treatment system is suggested and designed in Ar Riyadh, Saudi Arabia, to safeguard the environment and reuse treated water for irrigation purposes. The system consists of a primary treatment (septic tank), a subsurface horizontal flow constructed wetland (HSSF-CW), and a storage ground tank. The research methodology employed in this study is (i) to define the wastewater characteristics, where air temperature in winter is 18.6 °C, the wastewater flow per person (q) is 150 L/d, demonstrating an inlet design discharge of 300 m3/d, the influent pollutant concentrations for biological oxygen demand (BOD), total suspended solids (TSS), chemical oxygen demand (COD), total nitrogen (TN), total phosphorus (TP), and fecal coliforms (FC) are 350, 1000, 700, 50, 12 mg/L, and 106 CFU/100 mL, respectively; (ii) to design the septic tank based on a retention time of two days and a surfacing load rate of 1.5 m/d; (iii) the P-k-C* model was used to determine the HSSF-CW surface area based on reed beds of Phragmites australis (common reed) and papyrus plants, where the removal rate was constant at 20 °C for BOD, TP, and FC in the effluent concentrations not exceeding 20 mg/L, 3.0 mg/L, and 2000 CFU/100 mL in order to satisfy Saudi Arabia’s wastewater reuse requirements; and (iv) to design the clean water tank for a hydraulic retention time of 10 h. The results demonstrate that the removing pollutants design area is 1872 m2 divided into nine cells, each of width 8 m and length 26 m, with a hydraulic loading rate (LR) of 0.16 m/d and a hydraulic resident time (RT) of 1.1 d. The effluent pollutant concentrations for the BOD, FC, TN, and TP were 245 mg/L, 103 CFU/100 mL, 35, and 8.5 mg/L, respectively. The wastewater treatment system total removal efficiencies for BOD, TN, TP, and FC were estimated to be 91.8, 70, 57, and 98.5%, respectively. Design curves were developed to ease the design steps. The HSSF-CW is a green wastewater treatment technology that offers greatly decreased investment costs, and service particularly for small-scale applications up to 6000 persons.

Analysis of Internal Boiler Water Treatment Maintenance System on Boiler Operation in KM. Bukit Raya

Boilers are auxiliary machines on ships that are usually used to produce pressurised steam that is needed on ships, namely for heating fuel, lubricating oil, and heating water for accommodation and machinery. In the operation of boilers on ships, it is determined by the quality of water to produce good boiler performance. The purpose of this research is to analyse the boiler water treatment system to determine the quality of ship boiler water using water quality testing standards based on the American Society Mechanical Engineer (ASME). Standard parameters set by ASME are pH and conductivity measurements, Alkalinity measurements, Hardness measurements, Silica and iron measurements in ship boiler water KM. Bukit Raya. From the results of the analysis of boiler water taken from sampling feed water boilers on ships KM. Bukit Raya shows the results of the analysis of boiler water on pH with the measured pH value still in the standard set by ASME, namely 10.5-11.5, boiler water analysis of hydrate alkalinity in samples 1,2,4 is still within ASME standards 200 - 400 ppm while the measurement of hydrate alkalinity exceeds the standard set by ASME of 420 ppm, excessive hydrate alkalinity will cause scale formation, boiler water to calcium obtained for samples 1-3 still meet ASME standards, namely trace, analysis of boiler water to Magnesium obtained for samples 1-3 still meet ASME standards, namely trace, analysis of boiler water to silica obtained silica measurements are still within the standards set by ASME 150 max

Graphite Recycling by Doping Nano-materials for Water Treatment

AbstractThis paper presents graphite recycling by doping nanosilver for water filtration because of the need for secure water for consumption. It has demonstrated the significance of looking for alternative materials that can filter water independently or in combination with other materials. Adsorbent nanomaterials have unique characteristics as compared to conventional ones due to their small size and significant surface area relative to volume ratio. In this study, an effort is made to test the usability of nanomaterials, such as graphite-doped nanosilver, as adsorbents for the elimination of different kinds of heavy metals from water. This study detects the elimination of metal ions from aqueous solutions by using modified graphite nanosheets. The shape of the synthesized graphite adsorbent nanosheet was characterized by spectroscopic analyses such as SEM and HR-TEM. The sizes of these nanocrystals are comparatively small, at about 38 nm for Ag and 56 nm for G–Ag samples, as shown by HR-TEM. The results showed that raising the duration of immersion and adsorbent quantity improved adsorption effectiveness. Chemical treatment frequently affects the surface characteristics of nanoadsorbents and considerably enhances their adsorption capacities. The metal-nanomaterial interactions, processes, and capacities of nanomaterial-based adsorption are analyzed and described in this work in a variety of experimental settings. The improved adsorbent graphite recycling showed a significant adsorption efficiency of 91.7% for heavy metals. It is vital to research ecologically friendly and sustainable applications that can lead to innovative and revolutionary water treatment systems.

Machine learning framework for modeling flocculation kinetics using non-intrusive dynamic image analysis

The implementation of a machine learning (ML) model to improve both the effectiveness and sustainability of the water treatment system is a significant challenge in the water sector, with the optimization of flocculation processes being a major setback. The objective of this study was to develop a ML model for predicting flocs evolution of the flocculation process in water treatment. Furthermore, we have devised a framework for its potential adoption in large-scale water treatment. Therefore, the paper can be split into two parts. In the first one, flocculation evolution has been studied from an experimental setup, using a non-intrusive image acquisition method. Subsequently, the ML framework has been implemented. Batch assay data of two velocity gradients (Gf 20 and 60 s−1) and flocculation time of three hours were partitioned into five groups for flocs length range 0.27–3.5 mm and upscaled using linear method. Multilayer Perceptron (MLP) and Long-Short Term Memory (LSTM) models, and traditional time series model, Auto Regressive Integrated Moving Average (ARIMA) were explored to predict floc length evolution data. The experiments illustrate the kinetics of flocculation, where the initial stage is characterized by a rapid floc growth followed by a plateau during which floc length fluctuates within a narrow range. Results demonstrate that ML is sensitive to flocculation; however, the model should be selected with care. ARIMA model is not suitable for predicting number of flocs with negative test accuracy (R2). In contrast, MLP recorded R2 of 0.86–1.0 for training and 0.92–1.0 for testing, across Gf 20 s−1 and Gf 60 s−1. LSTM model has the best prediction R2 of 0.92–1.00 for Gf 20 s−1 and accurately predicts the number of flocs across all groups and Gfs. Our study has proven that the developed framework could be replicated for water treatment modeling and promotes the application of smart technology in water treatment.

Sustainable application of electrocatalytic and photo-electrocatalytic oxidation systems for water and wastewater treatment: a review.

Wastewater treatment and reuse have risen as a solution to the water crisis plaguing the world. Global warming-induced climate change, population explosion and fast depletion of groundwater resources are going to exacerbate the present global water problems for the forthcoming future. In this scenario, advanced electrochemical oxidation process (EAOP) utilising electrocatalytic (EC) and photoelectrocatalytic (PEC) technologies have caught hold of the interest of the scientific community. The interest stems from the global water management plans to scale down centralised water and wastewater treatment systems to decentralised and semicentralised treatment systems for better usage efficiency and less resource wastage. In an age of rising water pollution caused by contaminants of emerging concern (CECs), EC and PEC systems were found to be capable of optimal mineralisation of these pollutants rendering them environmentally benign. The present review treads into the conventional electrochemical treatment systems to identify their drawbacks and analyses the scope of the EC and PEC to mitigate them. Probable electrode materials, potential catalysts and optimal operational conditions for such applications were also examined. The review also discusses the possible retrospective application of EC and PEC as point-of-use and point-of-entry treatment systems during the transition from conventional centralised systems to decentralised and semi-centralised water and wastewater treatment systems.

Removal of hardness using natural and synthetic water treatment system for safe and sustainable water supply in the Indian context

Removal of hardness using natural and synthetic water treatment system for safe and sustainable water supply in the Indian context

Sistem SCADA Implementasi Sistem SCADA Untuk Proses Koagulasi Pada Instalasi Pengolahan Air Berbasis PLC Schneider M221 dan HMI Weintek

The importance of the need for clean water for human survival so that a water treatment system is needed. Conventional clean water treatment systems require a lot of labor and direct supervision from the operator. One of the automatic water treatment system innovations is using the SCADA system. This journal simulates a SCADA system for the coagulation process in water treatment installations. The main base of the SCADA system is the Schneider M221 PLC and the Weintek MT8071iP HMI

Subsurface Bioreactors as a Possible Addition to Enhance WW Treatment Plant Operation: A Brief Review

Prior to the establishment of the United Sates Environmental Protection Agency and the Clean Water Act signed into law in 1972, water treatment was done on a minimal level or was not present at all. Since then, scientists strive to improve and advance new and existing water treatment processes that water can be discharged safely into water bodies.
 Constructed wetlands as engineered waste water treatment systems are used today as a final waste water treatment before the treated waste water is released into a water body.
 Surface flow and sub terranean flow constructed wetland options exist and are used for the treatment of municipal, agricultural and industrial waste water containing pollutants such as human waste, soap, fats, chemicals, and pharmaceutical compounds.
 They can be operated all year round (24/7) at temperatures that might exceed 35°C (95°F) and as low as around -26°C (-15°F).
 Constructed wetland systems in general depend on the quality of pretreatment for the inflow waste water, the hydrology and the carrier material as well as the climate, the vegetation and the physical and technical properties of the plant-based sewage treatment plants themselves, as well as the operational principle applied to the constructed wetland system.
 Constructed wetland operated as surface and or sub terranean flow mode can be a cost-effective and low-energy consuming alternative that requires only minimal operational effort. Experience shows that sub-terranean flow surface constructed wetland can be a long-term cost-effective solution that operates stable in various hot and cold weather conditions for decades with minimal operational and maintenance effort.

Application of Green Technology in Clean Water Treatment Installation: A Case Study of Batuah Village

Access to clean water is a fundamental human right, critical to life and health, especially in many rural regions such as Batuah Village. However, several obstacles, including the geographic layout, absence of natural rivers or surface water, and lack of a comprehensive public water supply network, have made the provision of clean water to these communities exceedingly challenging. This study, titled "The Application of Green Technology in Clean Water Treatment Installation: A Case Study of Batuah Village," is concentrated on employing environmentally-friendly technology in water purification. The objective is to ascertain its impact on the efficiency and effectiveness of water treatment processes. Through the deployment of sustainable water treatment systems, the research aspires to evaluate the performance of such technologies in enhancing water quality, accessibility, and sustainability. This research delves into the strengths and weaknesses of the existing system, proposes potential improvements, and assesses the implications of adopting these green technologies on the socio-economic fabric of the village. The insights derived could be beneficial for other similar contexts striving to ensure clean water availability in challenging environments. This research applied a collaborative strategic planning method, involving Batuah Village Government, Samarinda State Polytechnic, and the community in planning the Pamsimas program. The Pamsimas Water Treatment Installation (IPA Pamsimas) Karya Makmur, a community-managed system guided by government, educational institutions, and BSSR, demonstrated this synergistic approach. The study aimed to implement, sustain, and assess the clean water program's effectiveness using observations, interviews, and tests in the Batuah village area.

Impact of phosphate addition on PFAS treatment performance for drinking water.

Adding new unit operations to drinking water treatment systems requires consideration of not only efficacy for its design purpose but also costs, water quality characteristics, impact on overall regulatory compliance, and impact of other treatment unit operations. Here, pilot study results for ion exchange (IX) and granular activated carbon (GAC) are presented for a utility with both per- and polyfluoroalkyl substances (PFAS) and volatile organic contaminant removal needs. Specifically, the impact of upstream air stripping and phosphate addition on PFAS treatment performance was evaluated. Modeling was used to fit the IX and GAC pilot data and predict performance under different scenarios. GAC performance was generally consistent for treating water before or after the air stripper, but the addition of phosphate prior to air-stripping resulted in a loss of 15%-25% capacity for some PFAS on IX media, demonstrating the need to consider the entire treatment train before implementing PFAS removal unit operations.

Implementation of fungal-based desalination through capacitive deionization for urban water provision: a conceptual framework

The increasing demand for clean water in urban areas calls for innovative and sustainable water treatment solutions. Capacitive deionization (CDI), using fungal-based materials for desalination, offers potential benefits such as sustainability, low cost, and scalability, for urban water provision. However, few studies have explored the practical application of fungal-based CDI technology. This research assesses the feasibility of implementing fungal-based CDI technology in urban water provision systems, drawing on the key study from Chen et al.’s 2022 research, examining the preparation and performance of fungal-based CDI electrodes derived from Aspergillus niger. To create a reliable and up-to-date conceptual model, additional literature from indexed journals, focusing on CDI in desalination facilities from the past decade, is also reviewed. A conceptual framework was developed to demonstrate the potential integration of fungal-based CDI technology into urban water treatment systems, and taking into account factors such as capital and operational costs, scalability, and sustainability. The outcome of this study is a conceptual model that promotes further development of urban water provision through desalination, broadening the perspective on the application of emerging biotechnology, using fungal-based materials for water provision.

Exploring Why Some Household Water Treatment Systems Are Successful: A Holistic Approach to Motivators and Barriers of Adoption in Developing Economies

Exploring Why Some Household Water Treatment Systems Are Successful: A Holistic Approach to Motivators and Barriers of Adoption in Developing Economies

Effect of Upflow Biological Aerated Filter as a Alternative of Rapid Sand Filter in Advanced Water Treatment System

Effect of Upflow Biological Aerated Filter as a Alternative of Rapid Sand Filter in Advanced Water Treatment System

Potential of Laccase as a Tool for Biodegradation of Wastewater Micropollutants

In the 21st century, humans are facing a high risk of exposure to emerging pollutants. Water contamination has become a major threat due to its devastating impacts on the entire ecosystem. Relatively great danger for aquatic microorganisms is posed by organic micropollutants, which are a consequence of progressing urbanization and industrialization. This review focuses on laccase of mainly fungal and bacterial origin, which provides an eco-friendly strategy for the transformation of these harmful pollutants to less or non-toxic compounds, as it acts oxidatively on the aromatic ring of a wide range of compounds, releasing water as the only by-product. Laccase alone or with the use of mediators has been used successfully to remove micropollutants from wastewater, including pharmaceuticals and personal care products, biocides, endocrine disrupting agents, steroid hormones, and microplastics. Even though the potential of an LMS (laccase–mediator system) is tremendous, the selection of an appropriate mediator and the persistent monitoring of toxicity after treatment are critical and should be performed routinely. Hence, further research is still needed for the optimization of degradation processes to improve our understanding of the different interactions of laccase with the substrate and to develop sustainable advanced water treatment systems.