scholarly journals The structural and technical solution for precipitation moisture reducing

2019 ◽  
Vol 91 ◽  
pp. 04002
Author(s):  
Nazira Dzhumagulova ◽  
Vladimir Smetanin ◽  
Nguyen Dinh Dap
Keyword(s):  
New Technology ◽  
Sewage Treatment ◽  
High Capacity ◽  
Technical Solution ◽  
Solid Domestic Waste ◽  
Major Drawback ◽  
Sewage Treatment Plants ◽  
Urban Sewage ◽  
Treatment Facilities ◽  
The Will

One of the main problems in Russia is an acute shortage of free land for the disposal of solid domestic waste and sewage sludge. The treatment and removal of precipitation is a major problem in wastewater treatment. Urban sewage treatment plants were built on model projects in the 1970s, in which natural dehydration on silt areas was provided. Sludge dehydration on silt areas of sewage treatment plants of medium and high capacity is impossible due to the lack of free land areas. The major drawback of this method is the rejection of significant land areas, contamination of the geo-environment, the release of pollutants into the air, as well as the loss of land resources. In sludge processing and utilization, it is necessary to achieve minimum damage to the environment and to increase the possibility of using it on behalf of the national economy. The adoption of new technology and processing of sediments allowed to reduce the initial amount of precipitation by 4 times and to reduce the humidity from 97% to 83%, the amount of sludge formed at the treatment facilities will decrease by 6 times (from 300 m3/day to 50 m3/day) as a result of dehydration of the filter presses, the will be a reduction in the surface concentrations of pollutants in the atmosphere from 5,4 tons per year to 2,9 tons per year.

Research on Intensive Nutrients Removal of the Low C/N Sewage

2012 ◽  
Vol 550-553 ◽  
pp. 2142-2145 ◽  
Author(s):  
Gao Shun Qiu ◽  
Ling Feng Qiu ◽  
Jian Zhang ◽  
Yi Ming Chen
Keyword(s):  
Sewage Treatment ◽  
Effective Theory ◽  
Utilization Rate ◽  
Nutrients Removal ◽  
Oxidation Ditch ◽  
Nitrogen And Phosphorus ◽  
Sewage Treatment Plants ◽  
Urban Sewage ◽  
Effective Removal ◽  
Carrousel Oxidation Ditch

This paper was based on Carrousel oxidation ditch, which was common in the urban sewage treatment plants. With the effect of SND in the oxidation ditch, it was accomplished the effective removal for nitrogen and phosphorus of urban sewage with low C/N, while adopting point-aeration and brush flow, combining with the operation parameters adjustment. Under the condition of low dissolved oxygen (DO), the phenomenon of simultaneous nitrification and denitrification was obvious in macro and micro environments. And compared with the traditional process, this process increased the proportion of organics up to 51% in the ditch, which raised utilization rate of organics. Based on this to establish the kinetics model of TN removal, it could control the concentration of TN in the effluent effectively by adjusting HRT, MLSS and other parameters in the oxidation ditch, which would provide effective theory basis for optimization and adjustment of the process

scholarly journals Biodegradation of Sewage Wastewater Using Autochthonous Bacteria

2012 ◽  
Vol 2012 ◽  
pp. 1-8 ◽  
Author(s):  
Purnima Dhall ◽  
Rita Kumar ◽  
Anil Kumar
Keyword(s):  
Biological Treatment ◽  
Suspended Solids ◽  
Bacillus Pumilus ◽  
Sewage Treatment ◽  
Oxygen Demand ◽  
Total Suspended Solids ◽  
Inoculum Size ◽  
Sewage Treatment Plants ◽  
Treatment Facilities ◽  
Autochthonous Bacteria

The performance of isolated designed consortia comprisingBacillus pumilus, Brevibacterium sp, and Pseudomonas aeruginosafor the treatment of sewage wastewater in terms of reduction in COD (chemical oxygen demand), BOD (biochemical oxygen demand) MLSS (mixed liquor suspended solids), and TSS (total suspended solids) was studied. Different parameters were optimized (inoculum size, agitation, and temperature) to achieve effective results in less period of time. The results obtained indicated that consortium in the ratio of 1 : 2 (effluent : biomass) at 200 rpm, 35°C is capable of effectively reducing the pollutional load of the sewage wastewaters, in terms of COD, BOD, TSS, and MLSS within the desired discharge limits, that is, 32 mg/L, 8 mg/L, 162 mg/L, and 190 mg/L. The use of such specific consortia can overcome the inefficiencies of the conventional biological treatment facilities currently operational in sewage treatment plants.

scholarly journals EVALUATION OF EFFICIENCY OF TREATMENT FACILITIES CITIES OF TERNOPIL BY THE COMPLEX OF HYDROCHEMICAL PARAMETERS OF THE RIVER SERET

2020 ◽  
Vol 21 ◽  
pp. 94-101
Author(s):  
V. Pashnyuk ◽  
O. Myakush ◽  
L. Sysa
Keyword(s):  
Wastewater Treatment ◽  
Sewage Treatment ◽  
Poor Performance ◽  
Treated Wastewater ◽  
Laboratory Research ◽  
Nitrogen And Phosphorus ◽  
Hydrochemical Parameters ◽  
Sewage Treatment Plants ◽  
Treatment Facilities ◽  
The City

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.

THE INTENSIFICATION OF THE PROCESS OF SLUDGE DEWATERING OF URBAN SEWAGE

2018 ◽  
Vol 8 (2) ◽  
pp. 15-19
Author(s):  
Svetlana A. POGREBNYAK ◽  
Alevtina F. KOLOVA ◽  
Tatyana Ya. PAZENKO
Keyword(s):  
Sewage Treatment ◽  
Wastewater Sludge ◽  
Urban Wastewater ◽  
Sludge Dewatering ◽  
Urban Sewage ◽  
Effi Ciency ◽  
Treatment Facilities ◽  
The Right ◽  
Pollute Groundwater ◽  
Selection Of

Urban wastewater sludge is highly humid, large and poorly dehydrated. Dehydration of sludge in natural conditions has a number of shortcomings: low effi ciency, sludge areas require huge land areas, worsen the ecological situation, pollute groundwater, soil, etc. One way to eliminate the problem and improve the effi ciency of sludge dewatering in urban wastewater is to switch to mechanical dehydration using fl occulants. The work is devoted to the selection of the most eff ective fl occulant and was carried out on the natural sediments of the right-bank treatment facilities in Krasnoyarsk and the sewage treatment plants in the sett lement of Emelyanovo. The experiment showed that fl occulants Praestol 851BC and Zetag 7485 at a dose of 3 kg / t dry matt er of the precipitate have the greatest eff ectiveness.

Sustainable sewage treatment plants - application of nanofiltration and ultrafiltration to a pressurized bioreactor

1996 ◽  
Vol 34 (3-4) ◽  
pp. 389-394 ◽  
Author(s):  
Kh. Krauth
Keyword(s):  
New Technology ◽  
Sewage Treatment ◽  
Biomass Concentration ◽  
Nanofiltration Membrane ◽  
Excess Sludge ◽  
Sewage Treatment Plants ◽  
The University ◽  
High Biomass Concentration ◽  
Very High

Based on earlier studies and experiences the Institute of Sanitary Engineering, Water Quality and Waste Management at the University of Stuttgart has developed a new technology to purify wastewater to a quality suitable for reuse as industrial water. This technology consists of a pressurized bioreactor under 3 bar with an ultrafiltration unit for sludge retention coupled with a nanofiltration unit. The concentrate retained in the nanofiltration is fed back to the bioreactor resulting in an enhanced biodegradability and a better quality of the effluent. The flux through the ultrafiltration membrane ranged from 100 to 200 l/(m3h); that through the nanofiltration membrane was around 0.05 l/(m3h). While attaining a very high biomass concentration (20 to 40 kg MLVSS/m3) in the bioreactor the excess sludge production is remarkably small with 0.7 to 1.0% of the influent COD.

Comparison of Centralized versus Decentralized Wastewater Systems for Coastal Tourist Areas

1989 ◽  
Vol 21 (1) ◽  
pp. 87-92 ◽  
Author(s):  
Pentti Väänänen ◽  
Eleftherios Gavrielides
Keyword(s):  
Sewage Treatment ◽  
Treatment Plant ◽  
Public Utility ◽  
Public Utilities ◽  
Sewage Treatment Plants ◽  
Decentralized Treatment ◽  
Wastewater Systems ◽  
Pros And Cons ◽  
Treatment Facilities ◽  
Treatment And Disposal

A reliable, unobtrusive wastewater collection, treatment and disposal system in tourist areas is a must. In most countries where tourism has rapidly grown, public utilities have not managed to provide sewerage and sewage treatment facilities. As a result of this there are a great number of small sewage treatment plants each serving one hotel or a group of hotels in one area. The next step seems to be to join more and more hotels to one bigger treatment plant - mostly operated by a public utility. This paper discusses the pros and cons of a centralized vs. decentralized treatment system taking into account technical and economic aspects.

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