scholarly journals ANALYSIS OF THE FEATURES OF CREATING A UNIFIED SCHEME FOR THE RECONSTRUCTION OF SEWAGE TREATMENT PLANTS OF THE REPUBLIC OF CRIMEA

2021 ◽  
Vol 9 (4) ◽  
pp. 36-40
Author(s):  
Svetlana Chutchenko ◽  
Nadezhda Dzhulay

The article deals with the problem of construction and reconstruction of sewage treatment plants and the creation of a new unified scheme for the reconstruction of sewage treatment plants of the Republic of Crimea to bring the parameters of wastewater treatment to the norms of Russian legislation.

2020 ◽  
Vol 8 (2) ◽  
pp. 78-85
Author(s):  
Jasmina Veličković ◽  
Nebojša Arsić ◽  
Ljiljana Stošić

The technological process of Galvano-chemical protection, according to qualitatively-quantitative characteristics, represents one of the most complex contaminants in wastewater. A large number of contaminants (metal ions, cyanides, acids, bases, grease and oils, organic solvents, surfactants, phosphates, etc.), found in galvanic wastewater are treated through conventional methods (chemical oxidation and reduction, neutralization, sedimentation, coagulation and flocculation). The reason why galvanic wastewater treatment systems in the Republic of Serbia are conventional is of economic nature. The present study has been undertaken to evaluate the performance of Sewage Treatment Plant located at Aleksinac, Company of "Frad" district which is based on Sequential Batch Reactor process. Performance of this plant is an essential parameter to be monitored as the treated effluent is discharged into the Moravica River. The Performance Evaluation will also help for the better understanding of design and operating difficulties (aeration, blowers, etc.) in Sewage Treatment Plant. Research goal: The efficiency of sewage treatment plants can be illustrated by a study on the evaluation of pollutant levels of the influent and the effluent at the treatment plant of sewage treatment plants discharging into the environment.


2018 ◽  
Vol 28 (3) ◽  
pp. 121-131 ◽  
Author(s):  
Anita Jakubaszek ◽  
Artur Stadnik

Abstract The article analyzes the effectiveness of individual Actibloc wastewater treatment plants (produced by Sotralentz) working in the technology of low-rate activated sludge in the Sequential Batch Reactor (SBR) system. The assessment of the effectiveness of household wastewater treatment plants was made on the basis of pollutants: BOD5, COD, total suspended solids, total nitrogen and total phosphorus. The research objects were four household sewage treatment plants located in: Lubań, Kłębanowice, Stara Rzeka and Kościan. The efficiency of removing pollutants in the examined facilities was in the range of: BOD5 92.2 ÷ 97.2%, COD 82.6 ÷ 89.9%, total suspended solids 90.2 ÷ 96.2%, total nitrogen 50.8 ÷ 83.1%, total phosphorus 46.5 ÷ 73.6%. The treated wastewater met the requirements set out in the Regulation of the Minister of the Environment on the conditions to be met when discharging sewage into water or soil, and on substances particularly harmful to the aquatic environment (Journal of Laws 2014, item 1800) in terms of indicators such as BOD5, COD, total suspended solids and total nitrogen. The effectiveness of phosphorus removal in the studied treatment plants was much lower.


Processes ◽  
2019 ◽  
Vol 7 (4) ◽  
pp. 184 ◽  
Author(s):  
Anie Yulistyorini ◽  
Miller Camargo-Valero ◽  
Sukarni Sukarni ◽  
Nugroho Suryoputro ◽  
Mujiyono Mujiyono ◽  
...  

In order to assess the impact of the Sanitation by Communities (SANIMAS) program for community-led sanitation in Indonesia (established in 2002), this research work was conducted with the aim of characterizing the current performance of anaerobic baffled reactors (ABRs), which were deployed in high numbers for the provision of domestic wastewater treatment in densely populated urban areas in Malang (Indonesia). Small and decentralized sewage treatment facilities serve ≈3% of the total population in Malang, including 89 ABR treatment plants. Our findings reveal that only 14% of the 89 ABRs in Malang have an acceptable performance with regard to pollutant removal and integrity of their building structure, but the majority of them produce a treated effluent of poor quality, according to discharge consents set by the Ministry of Environment and Forestry of the Republic of Indonesia (Regulation No. P.68/2016). Clearly the lack of consistent operation and maintenance practices have had a detrimental effect on these decentralized sewage treatment systems, despite their robustness and buffer capacity to cope with changes in organic and hydraulic loading rates. Urbanization will continue to exert pressure on the provision of sanitation services in lower and middle economies, and the role of decentralized sewage management systems is expected to be prominent in the UN’s Sustainable Development Goals era (2015–2030); however, sustainable service delivery must be conceived beyond the provision of sanitation infrastructure.


Author(s):  
Ruslan Aleksandrovich Burnashev ◽  
Natalia Nickolaevna Artemieva ◽  
Yuriy Aleksandrovich Maksimenko

In terms of the problem of accumulating the oil sludge volumes during exploitation of oil and gas deposits there has been considered the question of increasing efficiency of wastewater treatment by means of sewage treatment plants. Modernization of the obsolete design of oil traps and the use of an adsorption purification method have been proposed. Implementation of new technical solutions will reduce the volume of accumulated wastes.


2020 ◽  
Vol 21 ◽  
pp. 94-101
Author(s):  
V. Pashnyuk ◽  
O. Myakush ◽  
L. Sysa

Introduction. The quality of wastewater treatment in settlements is an important task of our time. To assess the efficiency of treatment plants in a particular city often use the hydrochemical parameters of the reservoir into which the treated wastewater is discharged. The paper describes the modern sewerage system of the city of Ternopil and the technological process of operation of citywide sewage treatment plants (STP). The purpose of the work is to find out how effectively the Ternopil STP work and whether their activity poses a danger to the Seret River and the inhabitants of coastal settlements. Methods. Hydrochemical parameters of these water samples were studied in the laboratory according to appropriate regulatory methods. Potentiometric, gravimetric, photometric and other methods of chemical analysis were used for research. Results of the research. 2 samples of water from the river Seret were taken for laboratory research. One sample was taken upstream near the outlet of the drain pipes of these structures, the second sample - downstream. Based on the obtained numerical results of the analyzes, the efficiency of the city's treatment facilities was assessed. It is shown that the overall water quality in the Seret River downstream after the discharge of the city's wastewater treatment  plants is satisfactory. The levels of nitrates and phosphates in the studied samples are almost on the border of the MPC, but this is not necessarily due to the poor performance of the city's treatment facilities. There are many agricultural lands on the banks of the river, which often use nitrogen and phosphorus fertilizers. Significant exceeding of the limit value for chemical oxygen consumption can be explained by the warm season (September). At this time, a lot of biological organic matter has accumulated in natural reservoirs. Conclusions. As a result of researches it is established that treatment facil-ities of the city of Ternopil work in a regular mode and provide sufficient sewage treatment. According to open sources, the annual dynamics of the mentioned treatment facilities is shown. As a result, it has been found that since 2017, the efficiency of the city's wastewater treatment at sewage treatment plants remains stable. Such indicators testify to the sufficient efficiency of the treatment facilities of the Ternopilvodokanal utility company.


1994 ◽  
Vol 30 (4) ◽  
pp. 17-23 ◽  
Author(s):  
B. Evans ◽  
P. Laughton

The province of Ontario is Canada's most populous province with over 8 million residents out of a total population of 27 million. The Province is situated in the eastern portion of North America and stretches from 41°N to 50° N. All the Great Lakes fall within Ontario's boundaries and the Province is estimated to have over 280,000 lakes. The area along Lake Ontario is home to 5 million of the residents who are serviced by 11 large sewage treatment plants. The remaining 403 treatment plants are scattered throughout the province. with an average size of 20 000 m3/d. Ontario Hydro commissioned a study of the wastewater treatment plants to identify the main power users at the various types of sewage treatment plants, as well as potential areas within each plant where significant energy savings could be generated. By using this information, Ontario Hydro hoped to assess the potential to reduce the load and identify any electrical efficiency improvements, fuel switching and load shifting opportunities that may exist as well as the impact of environmental regulations on power saving initiatives. It was found that several major opportunities existed. These included:■ that up to 25% of power currently used can be reduced by introducing energy efficient measures■ of all the unit operations in wastewater treatment plants, aeration accounts for 42% of the power usage, influent and effluent pumping - 20%, and dewatering - 6%. Of this influent and effluent pumping, specifically influent represented the best target area as significant aeration system upgrade had already taken place.


2017 ◽  
Vol 4 ◽  
Author(s):  
Debra Shore

ABSTRACTThe development of Chicago and northeastern Illinois has been intimately tied to water, particularly Lake Michigan and the Chicago Area Waterways. The wastewater treatment plants of the past will become the power centers of the future by harnessing resources—including nutrients, energy, solids, and water itself—to bolster the economy and ensure regional sustainability.The story of Chicago’s development is inextricably linked to its relationship with the natural environment, beginning 16,000 years ago when the land was covered and compressed by an enormous glacier. Ever since, urban planners and policymakers have grappled with how to manage a city built on flat, swampy land, and what to do with the animal and human waste that accumulates in urban environments. During the 19th and 20th centuries, the solution was to move waste as far away from the area as possible. The Chicago River, which originally flowed into Lake Michigan, was converted into an open sewer and reversed, sending the flow—and all the wastes dumped into it—downstream. Over the 20th century, sewage treatment plants were constructed to minimize the potential for harm to humans and the environment. Now, however, our thinking is changing. Rather than discarding waste products, wastewater treatment plants are beginning to recover the resources that flow through them—including nutrients, energy, solids, and water—and transform them into assets that generate revenue and protect the environment. This potential for resource recovery means that the sewage treatment plants of the past will become the power centers of the future.


1996 ◽  
Vol 33 (12) ◽  
pp. 219-228 ◽  
Author(s):  
Harro Bode ◽  
Klaus R. Imhoff

From the year 2005 onwards German waste disposal regulations prevent the disposal of residual wastes from sewage treatment plants in landfills if the waste contains more than 5% volatile solids by dry mass. As a result of this requirement the Ruhrverband, one of Germany's largest sewage treatment plant operators, needs to change its disposal methods to a certain extent. This paper describes the present ways to dispose of sludge as well as of screenings and grit. After that it outlines the concept for future disposal. Besides the legal framework the technical solutions for the different disposal problems are described and their costs are given.


2014 ◽  
Vol 587-589 ◽  
pp. 808-811
Author(s):  
Qiong Fang Wu ◽  
Guan Wen Cheng ◽  
Ning Shu Liang ◽  
Xu Jiang Qin ◽  
Biao Han ◽  
...  

In “Eleventh Five-Year” period, Guangxi has vigorously promoted the construction of municipal wastewater treatment plants. The statistics about construction scale shows that most of sewage treatment plants are small-scale. The main processes adopted in the plants are Oxidation ditch(OD), A²/O and SBR and its improved processes. The loading rate is generally low. COD and BOD removal effect are 78% and 87%. In scale of below 2×104m³/d, 2-5×104m³/d,5-10×104m³/d and more than 10×104m³/d, the costs of Diatomite, Oxidation ditch(OD), Oxidation ditch(OD), A²/O processes are relatively provincial, respectively. Meanwhile, the running costs of sewage treatment plants are mainly affected by the scale of construction and loading rate.


2019 ◽  
Vol 40 (1) ◽  
pp. 155-160 ◽  
Author(s):  
Piotr M. Bugajski ◽  
Karolina Kurek ◽  
Dariusz Młyński ◽  
Agnieszka Operacz

Abstract The paper presents the results of the analysis concerning the verification of the actual hydraulic load and the load of organic pollutants compared to the conditions designed for 4 household wastewater treatment plants. The researches were carried out in the annual period from May 2015 to April 2016. Based on the conducted analysis, it was found that objects act as underloaded hydraulically and the actual inflow of sewage to the analysed objects during the research period ranged from 7.3% to 32.7% in relation to the inflow assumed in the project. Furthermore, in the case of loading the treatment plant with the load of pollutants expressed as PE, it was fund that the actual PE values were lower than assumed in the project. Therefore, it is important that the sizes of the series of household sewage treatment plants were selected depending on the individual conditions of household, i.e. the number of inhabitants or the amount of consumed water.


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