Архитектурный взгляд – продолжение

2019 ◽  
pp. 63-68
Author(s):  
A. Sedov
Keyword(s):  
Wastewater Treatment ◽  
Water Treatment ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Oil Refinery ◽  
Engineering Systems ◽  
Water And Wastewater Treatment ◽  
Optimal Functioning ◽  
Successful Case ◽  
Treatment Facilities

Архитектурным отделом института МосводоканалНИИпроект, кроме создания гармоничного внешнего вида и интерьеров объектов, всегда решаются задачи по созданию логичной и четкой объемнопланировочной структуры зданий, обеспечивающей оптимальное функционирование технологических процессов и инженерных систем, комфортные условия работы персонала. На основе такого подхода за последние 5 лет разработаны и реализованы многочисленные проекты, которые рассматриваются с точки зрения специфических особенностей и требований архитектурного проектирования. Представлены наиболее значимые объекты водоподготовки и водоочистки. Среди них реконструкция Курьяновских и ЮжноБутовских очистных сооружений, строительство сооружений на Западной станции водоподготовки в Москве. Затронут вопрос проектирования на территории Новой Москвы, в частности очистных сооружений в поселке Рогово. Подробно рассматривается увеличивающийся в объеме сегмент проектирования объекты по санитарной очистке города. Среди них ЭкоТехноПарк Калуга. Приведены примеры успешной работы со сторонними организациями, в частности Московским нефтеперерабатывающим заводом, насосноперекачивающей станцией Ховринская.The architecture department of MosvodokanalNIIproject JSC, in addition to designing harmonious appearance and interiors of the facilities always solves the problem of providing for logical and clear spaceplanning structural arrangement of buildings, ensuring the optimal functioning of technological processes and engineering systems, comfortable working conditions for the staff. Based on this approach, for the last 5 years numerous projects have been developed and implemented that are considered in terms of specific features and requirements of architecture design. The most significant water and wastewater treatment projects are presented. Of these there is reconstruction of the Kuryanovo and SouthButovo wastewater treatment facilities in Moscow, construction of water treatment facilities at the Western water treatment plant. The issue of designing wastewater treatment facilities in the territory of New Moscow, in particular, in the village of Rogovo, is touched upon. The expanding segment of designing urban sanitation facilities is considered in detail. Of these are EcoTechnoPark Kaluga. Successful case studies of cooperating with thirdparty contractors, in particular, on the Moscow oil refinery, and the Khovrinskaia pumping station are presented.

scholarly journals Mitigation of the Health and Environmental Impact of Waste Water Treatment Plant in Oman

2020 ◽  
Author(s):  
Ali Abdullah Al Maskari ◽  
Adeel H. Suhail
Keyword(s):  
Wastewater Treatment ◽  
Water Treatment ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Waste Water Treatment Plant ◽  
High Quality ◽  
Treated Water ◽  
Odor Emissions ◽  
Treatment Facilities

Developing countries' experience is a huge gap in the coverage of collection-system and domestic wastewater treatment. Wherever the wastewater treatment facilities are available, they are running below the design standards. This leads to the discharge of pollutants into the natural water bodies and creating a negative impact on the environment and human health as well. Odor nuisance has become a major environmental issue worldwide with increasing public demand for better control of odor emissions from the municipal wastewater treatment facilities. Odor get affects the population directly and there is a trend that more and more peoples are becoming less tolerable with more odor emissions. Bad smell is often an indicator of the public potential health risk. Performance assessment of Haya water treatment plant in Manuma Village has been done. The main objective of this study is to assess the performance of the treatment plant with respect to produce high quality of treated water and reduce odor complaints. Influent and effluent samples were collected at critical treatment steps of the plant and analyzed for chemical, physical and microbial parameters. The study will be used to monitor the Manuma wastewater treatment plant and compare its performance to that one that uses the Sequence Batch Reactor (SBR) process. Study shows that process with wet scrubber technology will be the suitable treatment process to create an environment without any health-related issues, and selecting these alternative treatment facilities with the latest technology will lead to creating high-quality of treated water without any odor issues.

The Use of Computational Fluid Dynamics for Improving the Design and Operation of Water and Wastewater Treatment Plants

1999 ◽  
Vol 40 (4-5) ◽  
pp. 81-89 ◽  
Author(s):  
C. J. Brouckaert ◽  
C. A. Buckley
Keyword(s):  
Fluid Dynamics ◽  
Computational Fluid Dynamics ◽  
Wastewater Treatment ◽  
Potable Water ◽  
Wastewater Treatment Plants ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Outer Wall ◽  
Water And Wastewater Treatment ◽  
Secondary Clarifier

Computational Fluid Dynamics (CFD) studies of a secondary clarifier at Durban's Northern Wastewater Treatment Works, and of a clarifier at the potable water treatment plant at Umzinto, a small town near Durban, have been undertaken with a view to improving their load capacities. In both cases the units are located in relatively old treatment plants, which face continually increasing loads due to population growth. Increasing the capacity of existing equipment, rather than installing new equipment, constitutes an efficient use of development capital. Although the two clarifiers have considerable design differences, the CFD studies indicated remarkably similar circulating flows, which concentrate up-flow near the outer wall of the clarifier in the region of the clarified water overflow weirs. Baffles were designed to disrupt the circulation so as to distribute up-flow over a wider area, thereby reducing the maximum vertical velocities. In the case of the wastewater secondary clarifier, the modification has been implemented, and evaluated in comparative tests involving an otherwise identical unmodified clarifier. In the case of the potable water clarifier, the modification has still to be implemented.

scholarly journals Effectiveness of vertical subsurface wetlands for iron and manganese removal from wastewater in drinking water treatment plants

2019 ◽  
Vol 24 (1) ◽  
pp. 135-163
Author(s):  
Jader Martínez Girón ◽  
Jenny Vanessa Marín-Rivera ◽  
Mauricio Quintero-Angel
Keyword(s):  
Drinking Water ◽  
Wastewater Treatment ◽  
Water Treatment ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Pilot Scale ◽  
Treatment System ◽  
Water Treatment Plants ◽  
Significant Difference

Population growth and urbanization pose a greater pressure for the treatment of drinking water. Additionally, different treatment units, such as decanters and filters, accumulate high concentrations of iron (Fe) and manganese (Mn), which in many cases can be discharged into the environment without any treatment when maintenance is performed. Therefore, this paper evaluates the effectiveness of vertical subsurface wetlands for Fe and Mn removal from wastewater in drinking water treatment plants, taking a pilot scale wetland with an ascending gravel bed with two types of plants: C. esculenta and P. australis in El Hormiguero (Cali, Colombia), as an example. The pilot system had three upstream vertical wetlands, two of them planted and the third one without a plant used as a control. The wetlands were arranged in parallel and each formed by three gravel beds of different diameter. The results showed no significant difference for the percentage of removal in the three wetlands for turbidity (98 %), Fe (90 %), dissolved Fe (97 %) and Mn (98 %). The dissolved oxygen presented a significant difference between the planted wetlands and the control. C. esculenta had the highest concentration of Fe in the root with (103.5 ± 20.8) µg/g ; while P. australis had the highest average of Fe concentrations in leaves and stem with (45.7 ± 24) µg/g and (41.4 ± 9.1) µg/g, respectively. It is concluded that subsurface wetlands can be an interesting alternative for wastewater treatment in the maintenance of drinking water treatment plants. However, more research is needed for the use of vegetation or some technologies for the removal or reduction of the pollutant load in wetlands, since each drinking water treatment plant will require a treatment system for wastewater, which in turn requires a wastewater treatment system as well.

Automation of a Petroleum Refinery Wastewater Treatment Plant:A Case Study

1989 ◽  
Vol 24 (3) ◽  
pp. 451-462
Author(s):  
Robert J. Shantz ◽  
Virginia B. Erickson
Keyword(s):  
Wastewater Treatment ◽  
Control System ◽  
Wastewater Treatment Plants ◽  
Computer Control ◽  
Treatment Plant ◽  
Oil Refinery ◽  
Operating Costs ◽  
Computer Control System ◽  
Treatment Facilities ◽  
Labor Requirements

Abstract Historically, automation was not considered for wastewater treatment plants because it did not significantly affect operating costs, and manual plant operation was considered acceptable. Despite past practices, the BP Oil Refinery at Marcus Hook, Pennsylvania set a new standard when they began upgrading their wastewater facility in 1985. By automating the plant, they ensured safe, reliable operation with minimum labor requirements, process optimization, and long-term reductions in operating costs. Major design features included: a distributed computer control system with monitoring and supervisory capabilities; high-quality control system instruments; control system components; and redundancy and backup to support operation if a component or power failure occurs. In addition, design control philosophies remained consistent from predesign to startup. This advanced wastewater treatment plant can serve as a model for automation of future industrial treatment facilities.

scholarly journals Evaluation of leached metals in recovered aluminum coagulants from water treatment slurry

2016 ◽  
Vol 75 (4) ◽  
pp. 998-1006 ◽  
Author(s):  
Mahmoud M. Fouad ◽  
Ahmed S. El-Gendy ◽  
Taha M. A. Razek
Keyword(s):  
Water Treatment ◽  
Acid Concentration ◽  
Mixing Time ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Water And Wastewater Treatment ◽  
Negative Impacts ◽  
Coagulant Recovery ◽  
The Cost ◽  
Iron Manganese

The water treatment industry consumes large quantities of coagulant and produces huge amounts of slurry. The cost of alum used in water treatment, stringent regulations and negative impacts of sludge disposal are the motive to do integrated research studies on the technical feasibility of aluminum coagulant recovery from sludge using acidification. This work studied the leaching of iron, manganese, and chromium as the most extracted metals with aluminum during sludge acidification; furthermore, these metals have a great impact on the recovered coagulants' efficiency and treated water quality. The sludge used was collected from El-Sheikh Zayd water treatment plant in Egypt, then dried and ground; afterward, the effect of acid concentration, sludge mass, temperature, mixing speed and mixing time was studied. In addition, it was noticeable that the efficiency of sulfuric acid in leaching iron, manganese and chromium is higher than that of hydrochloric acid. Also, higher leaching for the three metals was obtained in all the experiments using higher acid concentration, elevated temperature, and rotational speed. Finally, the leached metals in recovered aluminum coagulants will not limit its application to water and wastewater treatment, as their concentrations are still very low if compared with aluminum, even with the highest leaching efficiency.

Drinking water treatment plant assessment through performance indicators

2008 ◽  
Vol 8 (3) ◽  
pp. 245-253 ◽  
Author(s):  
P. Vieira ◽  
H. Alegre ◽  
M. J. Rosa ◽  
H. Lucas
Keyword(s):  
Drinking Water ◽  
Water Treatment ◽  
Performance Assessment ◽  
Performance Indicators ◽  
Raw Materials ◽  
Treatment Plant ◽  
Drinking Water Treatment ◽  
Water Treatment Plant ◽  
Treatment Facilities ◽  
Definition Of

Performance assessment (PA) of urban infrastructure services, mainly in the case of water systems, is becoming a major issue worldwide. Therefore, in the last decade, the need for a clear definition of management objectives of water services and the subsequent need to monitor goals achievement have led to the development of some initiatives to tackle the evaluation of the efficiency of those services, their main aim being the definition of systems of performance indicators. However, these PA systems are strongly oriented by a management/economic perspective and technical aspects have often been ignored. In addition, none of them has specifically addressed the drinking water treatment. This paper presents a proposal for a PI system that applies to drinking water treatment facilities as a part of a standardised methodology for performance assessment. In total, ca. 80 PI have been defined and classified according to seven evaluation domains, namely: treated water quality; plant reliability; use of natural resources and raw materials; by-products management; safety; human resources; and, economical and financial resources.

scholarly journals Water Treatment Plant Operating by Using SCADA

2021 ◽  
pp. 180-185
Author(s):  
Meghali Ghuge ◽  
Aishwarya Nikalje
Keyword(s):  
Water Treatment ◽  
Treatment Plant ◽  
Water System ◽  
Water Treatment Plant ◽  
Water Diversion ◽  
Automation System ◽  
Raw Water ◽  
Power Battery ◽  
Water Pipelines ◽  
Treatment Facilities

The Water Treatment Plant is responsible for the operation, repair , and maintenance of the City’ s water supply system. This includes all parts of the water system supply chain from: The raw water diversion and pumping facilities to the raw water pipelines • The treatment facilities • The finished water pumping facilities • The finished water storage facilities Testing of SCADA and Automation system for entire Headwork to WTP and Sump & ESR in this WTP premises with Flow meters, Solar power battery , Power & Signal cable, PRV etc completed as per specification.

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