scholarly journals Wastewater Treatment in Remote Arctic Settlements

Water ◽  
2021 ◽  
Vol 13 (7) ◽  
pp. 919
Author(s):  
Elena Vialkova ◽  
Ekaterina Glushchenko
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plants ◽  
Sewage Treatment ◽  
Oxygen Demand ◽  
Chemical Precipitation ◽  
Sewage Water ◽  
The Arctic ◽  
Septic Tank ◽  
Experimental Modelling ◽  
Solids Concentration

The article deals with improving the sewage systems of small remote settlements in the Arctic climate to prevent industrial pollution of the environment. Preliminary monitoring of the wastewater temperature and quality was carried out. From the laboratory results of the experimental modelling, such as the coagulation, sedimentation, filtration, oxidation, and wastewater chemical precipitation, we developed a substitute for the traditional biological stage of sewage treatment with physicochemical methods. A real sewage water sample, taken for this study from a septic tank in a remote northern village, can be considered as a distinctive feature of the experiment. The best results obtained according to the scheme with the chemical precipitation of nitrogen compounds are demonstrated. In this case, the chemical oxygen demand (COD) index was reduced by 96.6%, the ammonium ions concentration by 99.5%, and the suspended solids concentration by 99.9%. A technological scheme for low-productivity wastewater treatment plants (WWTPs) in northern settlements is proposed. A comparison of the proposed scheme and the traditional schemes in terms of efficiency and cost was carried out. Further study and implementation of recommended methods of sewage treatment at existing and newly designed stations is expected to improve the effective operation of these treatment plants in arctic conditions.

scholarly journals Wastewater treatment systems selection inside watersheds by using multiobjective analysis

RBRH ◽  
2018 ◽  
Vol 23 (0) ◽  
Author(s):  
Luiza Mayer Bringer ◽  
José Antonio Tosta dos Reis ◽  
Antonio Sérgio Ferreira Mendonça
Keyword(s):  
Wastewater Treatment ◽  
River Basin ◽  
Wastewater Treatment Plants ◽  
Optimization Technique ◽  
Sewage Treatment ◽  
Oxygen Demand ◽  
Domestic Wastewater ◽  
Process Selection ◽  
Conflicting Objectives ◽  
Multiobjective Analysis

ABSTRACT In order to determine required wastewater treatment plants (WWTP’s) efficiencies, several methodologies have been proposed to assist the sewage treatment systems process selection, usually aiming to achieve economic objectives. However, in water resources problems solving, search involves multiple and conflicting objectives. This work used, for Pardo’s river basin (Espírito Santo State, Brazil), water quality simulation model, optimization technique and multiobjective analysis for selecting sewage treatment systems, taking into account Brazilian environmental effluents Biochemical Oxygen Demand standards, imposed by CONAMA Resolution 430/2011. After proposing an optimization model that allowed the estimation of minimum organic matter removal efficiencies, a multiobjective analysis was applied by using the ELECTRE III method, which selected sewage treatment systems for localities responsible for domestic wastewater disposal in Pardo’s river basin. The results indicated that keeping the effluents standards can produce treatment plants overestimation and inadequate allocated financial resources distribution for sewage treatment plants implementation. Treatment systems such as Submerged Aerated Biofilters (with Nitrification), Wetlands and Facultative Ponds were the most selected, considering different contexts appreciated in this work.

scholarly journals ANÁLISE COMPARATIVA ENTRE ESTAÇÕES COMPACTAS E CONVENCIONAIS PARA O TRATAMENTO DE EFLUENTES NO MUNICÍPIO DE DOIS IRMÃOS, RS

2019 ◽  
Vol 10 (2) ◽  
pp. 121
Author(s):  
Cássio Rodrigo Dias Gomes ◽  
Éverton Hansen
Keyword(s):  
Wastewater Treatment ◽  
Conventional Treatment ◽  
Wastewater Treatment Plants ◽  
Treatment Plant ◽  
Oxygen Demand ◽  
Rio Grande ◽  
Effluent Treatment ◽  
Septic Tank ◽  
Rio Grande Do Sul ◽  
The Difference

No Brasil, apenas uma pequena parcela do esgoto gerado pelas cidades é devidamente tratado em estações de tratamento de efluentes . O uso de soluções individuais (fossa séptica e sumidouro) é empregado em parte do esgoto gerado, e aproximadamente um terço do esgoto doméstico não possui coleta, tampouco tratamento. O presente estudo foi desenvolvido no município de Dois Irmãos, no Rio Grande do Sul. O município avaliado encontra-se em crescimento, com a implantação prevista de novos condomínios residenciais. Desta forma, o uso de estações compactas para o tratamento de efluentes líquidos foi avaliado, verificando sua eficiência e viabilidade econômica, em comparação com a tecnologia de fossa séptica e filtro anaeróbio coletivos, convencionalmente utilizada pelo município (estação de tratamento convencional). O trabalho mostra de forma comparativa, os custos de implantação, operação e manutenção, além de trazer as informações sobre a eficiência dos sistemas de tratamento de efluentes, quais sejam estação de tratamento compacta e estação de tratamento convencional. A questão mais relevante quando se compara os dois sistemas é a diferença no custo de implantação, onde o sistema compacto analisado seria até 81,22% mais econômico do que o convencional. Além da questão econômica, a eficiência do sistema compacto mostra-se superior ao sistema convencional. A estação compacta apresentou 97,97% de remoção de demanda bioquímica de oxigênio, enquanto a estação convencional removeu 77,67% do mesmo parâmetro. Palavras-chave: Estação de Tratamento de Efluente. ETE Compacta. ETE Convencional.ABSTRACTIn Brazil, only a small portion of the sewage generated by the cities is properly treated in wastewater treatment plants. The use of individual solutions (septic tank and sump) is used in part of the generated sewage, and approximately one-third of the domestic sewage has no collection or treatment. The present study was developed in the city of Dois Irmãos, Rio Grande do Sul. The evaluated municipality is growing, with the expected implementation of new residential condominiums. Thus, the use of compact stations for the treatment of liquid effluents was evaluated, verifying their efficiency and economic viability, in comparison with the technology of collective septic tank and anaerobic filter, conventionally used by the municipality (conventional treatment station). The work compares the implementation, operation and maintenance costs, as well as information on the efficiency of wastewater treatment systems (compact treatment plant and conventional treatment plant). The most relevant issue when comparing the two systems is the difference in deployment cost, where the compact system analyzed would be up to 81.22% more economical than the conventional one. Besides the economic issue, the efficiency of the compact system is superior to the conventional system. The compact station showed 97.97% of biochemical oxygen demand removal, while the conventional station removed 77.67% of the same parameter.Keywords: Effluent Treatment Station. Compact STE. Conventional STE.

scholarly journals Two different purification systems at Istanbul-Tuzla and Adana-Kozan, their characterizations

2017 ◽  
Vol 75 (11) ◽  
pp. 2607-2614
Author(s):  
Abdullah Yinanç
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plants ◽  
Sewage Treatment ◽  
Oxygen Demand ◽  
Developed Countries ◽  
Suspended Solid ◽  
Solid Particles ◽  
Wastewater Purification ◽  
Purification System ◽  
Wastewater Collection

In most developed countries, wastewater treatment plants are presently utilizing efficient purification technology meeting the sufficiency requirements of quality and quantity. However, in developing countries, the number of wastewater treatment plants is limited. As a result, the establishment of a connection between the wastewater collection system and wastewater purification plants is increasingly becoming a top priority for researchers. The aim of this article is to analyze wastewater collection and purification systems and establish the links between these two processes. In the present study, the efficiency of the present purification system at the Istanbul-Tuzla and Adana-Kozan plants was investigated with the aim of enhancing their performance. The findings pertaining to the model sewage system revealed a decrease in NH3-N by 20–70%, total nitrogen (T-N) by 25–75%, biological oxygen demand (BOD5) by 50–60%, chemical oxygen demand (COD) by 35–55% and suspended solids (SS) by 55–85%. As a result of studies performed in the Tuzla sewage treatment system, we can confirm that T-N decreased by 50–75%, suspended solid particles by 24–57%, and BOD5 by 34–57%, while 35–55% of COD was removed. Similarly, in the canal exit at Kоzan, BOD5 decreased by 40–55%, COD by 30–50%, SS by 25–45% and T-N by 5–40%.

scholarly journals Assessment of the efficiency of sewage treatment plants: a comparative study between Nagasandra and Mailasandra sewage treatment plants

1970 ◽  
Vol 6 (2) ◽  
pp. 115-125 ◽  
Author(s):  
P Ravi Kumar ◽  
Liza Britta Pinto ◽  
RK Somashekar
Keyword(s):  
Wastewater Treatment ◽  
Removal Efficiency ◽  
Suspended Solids ◽  
Wastewater Treatment Plants ◽  
Sewage Treatment ◽  
Oxygen Demand ◽  
Total Dissolved Solids ◽  
Cod Removal ◽  
Dissolved Solids ◽  
Sewage Treatment Plants

Bangalore city hosts two Urban Wastewater Treatment Plants (UWTPs) towards the periphery of Vrishabhavathi valley, located in Nellakedaranahalli village of Nagasandra and Mailasandra Village, Karnataka, India. These plants are designed and constructed with an aim to manage wastewater so as to minimize and/or remove organic matter, solids, nutrients, disease-causing organisms and other pollutants, before it reenters a water body. It was revealed from the performance study that efficiency of the two treatment plants was poor with respect to removal of total dissolved solids in contrast to the removal/reduction in other parameters like total suspended solids, BOD and COD. In Mailasandra STP, TDS, TSS, BOD, and COD removal efficiency was 20.01, 94.51, 94.98 and 76.26 % and respectively, while in Nagasandra STP, TDS, TSS, BOD, and COD removal efficiency was 28.45, 99.0, 97.6 and 91.60 % respectively. The order of reduction efficiency was TDS < COD < TSS < BOD and TDS < COD < BOD < TSS respectively in Mailasandra and Nagasandra STPs. Additionally, the problems associated with the operation and maintenance of wastewater treatment plants is discussed. Keywords: Total dissolved solids; Chemical oxygen demand; Biochemical oxygen demand; Aeration tank; Mixed liquor suspended solids; Sludge volume index DOI: 10.3126/kuset.v6i2.4020Kathmandu University Journal of Science, Engineering and Technology Vol.6. No II, November, 2010, pp.115-125

scholarly journals Occurrence and Fate of Amoxicillin and Penicillin G Antibiotics in Hospital Wastewater Treatment Plants: A Case Study - Gonbad Kavous, Iran

2021 ◽  
Vol 75 ◽  
Author(s):  
Maryam Golchin ◽  
Mohammadreza Khani ◽  
Mohsen Sadani ◽  
Mehdi Sadeghi ◽  
Mahsa Jahangiri-rad
Keyword(s):  
Wastewater Treatment ◽  
High Performance ◽  
Emerging Contaminants ◽  
Wastewater Treatment Plants ◽  
Oxygen Demand ◽  
Penicillin G ◽  
Septic Tank ◽  
Hospital Wastewater ◽  
Potential Threat ◽  
Hospital Wastewaters

ABSTRACT Release of antibiotics to the environment as a result of wastewater effluent discharge is a cause for concern worldwide, as they pose a potential threat to human health and the earth ecosystem. Penicillin and amoxicillin are widely used antibiotics. Despite their rapid hydrolysis in aqueous matrices, their presence in the environment is widely investigated. The current study reported and analysed the current state of four hospital wastewater treatment plants (WWTPs) in Gonbad Kavous, Iran, during 2019, from the perspective of amoxicillin and penicillin G removals. WWTPs were sampled at various stages of the treatment process to determine at which stage the antibiotics are being removed. Concentrations of amoxicillin and penicillin G in raw wastewater, analysed by HPLC, varied from 0.35 to 1.02 and 0.02-0.31 /AgL-1, respectively. These values reduced in the final effluent, corresponding to overall efficiency in removing the studied antibiotics of 20-60.5%. Anaerobic processes (i.e. septic tank) slightly outperformed aerobic biological processes for both antibiotics' removal, and penicillin G was removed more efficiently than amoxicillin. Effects of wastewater physicochemical properties, including chemical oxygen demand (COD), biochemical oxygen demand (BOD), and total suspended solids (TSS) on antibiotics removal, were also studied. Whereas statistically significant correlations were noticed between COD, amoxicillin and penicillin G removals, their decline showed no correlation with TSS removal. Our study shows that despite the deployment of treatment plants, a considerable amount of antibiotics is released into receiving water bodies, resulting in significant amounts of these pharmaceuticals entering the environment. There is abundant room for further progress in the detection and quantification of pharmaceuticals and other emerging contaminants in hospital wastewaters and their metabolites and biodegradation products. Keywords: amoxicillin; penicillin G; high-performance liquid chromatography; hospital wastewater treatment plants; removal.

Analysis and balance of phosphorous removal from wastewater at urban wastewater treatment plant

2020 ◽  
Vol 15 (2) ◽  
pp. 142-151
Author(s):  
Peter Lukac ◽  
Lubos Jurik
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plant ◽  
Wastewater Treatment Plants ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Phosphorus Recovery ◽  
Anaerobic Sludge ◽  
Biological Phosphorus Removal ◽  
The Mean

Abstract:Phosphorus is a major substance that is needed especially for agricultural production or for the industry. At the same time it is an important component of wastewater. At present, the waste management priority is recycling and this requirement is also transferred to wastewater treatment plants. Substances in wastewater can be recovered and utilized. In Europe (in Germany and Austria already legally binding), access to phosphorus-containing sewage treatment is changing. This paper dealt with the issue of phosphorus on the sewage treatment plant in Nitra. There are several industrial areas in Nitra where record major producers in phosphorus production in sewage. The new wastewater treatment plant is built as a mechanicalbiological wastewater treatment plant with simultaneous nitrification and denitrification, sludge regeneration, an anaerobic zone for biological phosphorus removal at the beginning of the process and chemical phosphorus precipitation. The sludge management is anaerobic sludge stabilization with heating and mechanical dewatering of stabilized sludge and gas management. The aim of the work was to document the phosphorus balance in all parts of the wastewater treatment plant - from the inflow of raw water to the outflow of purified water and the production of excess sludge. Balancing quantities in the wastewater treatment plant treatment processes provide information where efficient phosphorus recovery could be possible. The mean daily value of P tot is approximately 122.3 kg/day of these two sources. The mean daily value of P tot is approximately 122.3 kg/day of these two sources. There are also two outflows - drainage of cleaned water to the recipient - the river Nitra - 9.9 kg Ptot/day and Ptot content in sewage sludge - about 120.3 kg Ptot/day - total 130.2 kg Ptot/day.

Danish Experience with Emergent Hydrophyte Treatment Systems (EHTS) and Prospects in the Light of Future Requirements on Outlet Water Quality

1990 ◽  
Vol 22 (3-4) ◽  
pp. 65-72 ◽  
Author(s):  
H.-H. Schierup ◽  
H. Brix
Keyword(s):  
Wastewater Treatment ◽  
Total Nitrogen ◽  
Total Phosphorus ◽  
Wastewater Treatment Plants ◽  
Sewage Treatment ◽  
Reed Beds ◽  
Effluent Quality ◽  
Multi Stage ◽  
Run Off ◽  
Stage System

Since 1983 approximately 150 full-scale emergent hydrophyte based wastewater treatment plants (reed beds) have been constructed in Denmark to serve small wastewater producers. The development of purification performance for 21 plants representing different soil types, vegetation, and hydraulic loading rates has been recorded. Cleaning efficiencies were typically in the range of 60-80% reduction for BOD, 25-50% reduction for total nitrogen, and 20-40% reduction for total phosphorus. The mean effluent BOD, total nitrogen and total phosphorus concentrations of the reed beds were 19 ± 10, 22 ± 9 and 6.7 ± 3.2 mg/l (mean ± SD), respectively. Thus, the general Danish effluent standards of 8 mg/l for N and 1.5 mg/l for P for sewage plants greater than 5,000 PE cannot be met by the present realised design of EHTS. The main problem observed in most systems is a poor development of horizontal hydraulic conductivity in the soil which results in surface run-off. Since the political demands for effluent quality will be more strict in the future, it is important to improve the performance of small decentral sewage treatment plants. On the basis of experiences from different types of macrophyte based and conventional low-technology wastewater treatment systems, a multi-stage system is suggested, consisting of sedimentation and sand filtration facilities followed by basins planted with emergent and submergent species of macrophytes and algal ponds.

Evaluation of Small Wastewater Treatment Plants in the County of Århus – Denmark

1993 ◽  
Vol 28 (10) ◽  
pp. 33-41
Author(s):  
Jes la Cour Jansen ◽  
Bodil Mose Pedersen ◽  
Erik Moldt
Keyword(s):  
Wastewater Treatment ◽  
Constructed Wetlands ◽  
Biological Treatment ◽  
Wastewater Treatment Plants ◽  
Chemical Precipitation ◽  
Common Type ◽  
Treatment Efficiency ◽  
Effluent Quality ◽  
Different Types

Influent and effluent data from about 120 small wastewater treatment plants (100 - 2000 PE) have been collected and processed. Seven different types of plants are represented. The effluent quality and the treatment efficiency have been evaluated. The most common type of plant is mechanical/biological treatment plants. Some of them are nitrifying and some are also extended for chemical precipitation of phosphorus. Constructed wetlands and biological sandfilters are also represented among the small wastewater treatment plants.

Performance evaluation of different wastewater treatment technologies operating in a developing country

2011 ◽  
Vol 1 (1) ◽  
pp. 37-56 ◽  
Author(s):  
Sílvia C. Oliveira ◽  
Marcos von Sperling
Keyword(s):  
Wastewater Treatment ◽  
Wastewater Treatment Plants ◽  
Septic Tank ◽  
Operational Parameters ◽  
Technical Literature ◽  
Effluent Quality ◽  
Loading Rates ◽  
Treatment Processes ◽  
Treatment Technologies ◽  
Uasb Reactors

This article analyses the performance of 166 wastewater treatment plants operating in Brazil, comprising six different treatment processes: septic tank + anaerobic filter, facultative pond, anaerobic pond + facultative pond, activated sludge, UASB reactors alone, UASB reactors followed by post-treatment. The study evaluates and compares the observed effluent quality and the removal efficiencies in terms of BOD, COD, TSS, TN, TP and FC with typical values reported in the technical literature. In view of the large performance variability observed, the existence of a relationship between design/operational parameters and treatment performance was investigated. From the results obtained, no consistent relationship between loading rates and effluent quality was found. The influence of loading rates differed from plant to plant, and the effluent quality was dictated by several combined factors related to design and operation.

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