scholarly journals Irrigation based leachate treatment

2019 ◽  
pp. 55-58
Author(s):  
Dahn Rosenqvist
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Irrigation System ◽  
Southern Sweden ◽  
Leachate Treatment ◽  
Pre Treatment ◽  
Set Up ◽  
Leachate Water ◽  
Natural Purification ◽  
Conventional Wastewater Treatment

In southern Sweden, several irrigation based on site treatment has been established the lastyears. Briefly they consist of a pound to storing leachate water with pre-treatment and asystem what irrigate vegetation. It could be areas of willow plantations designated for energy purposes or grass or as in same cases spontaneous vegetation.The use of willow have been studied since 1992. These tests have clearly shown that recycling of municipal wastewater in Salix plantations, can replace a large part of the conventional wastewater treatment, due to natural purification processes in the soil/plant system.During the last few years, several full-scale treatment plants based on the soil/plant systemhave been set up to treat leachate water from municipal solid waste (MSW) landfills.One other way to reduce leachate water is to use transpiration. On dry days leachate ispumping and irrigated ideal on top of landfills inside the leachate collection system.Rosenqvist Mek.Verkstad has developed the irrigation system "RWIS" for distribution ofwaste and leachate water into the plantation. The irrigation system has to be able to withstand trying conditions, without major maintenance in between harvests.

scholarly journals Irrigating Wastewater using RWIS for Treating in Soil-Plant System

2019 ◽  
pp. 31-33
Author(s):  
Dahn Rosenqvist
Keyword(s):  
Municipal Wastewater ◽  
Irrigation System ◽  
Specific Area ◽  
Waste Products ◽  
Plant System ◽  
Set Up ◽  
Controlled Flooding ◽  
Computer Operation ◽  
Natural Purification ◽  
Pilot Tests

In Sweden, large areas of willow plantations designated for energy purposes have been established. Pilot tests, using various waste products from society for fertilisation and/or irrigating purposes, have been carried out at Kagerods wastewater plant since 1992. These tests have clearly shown that recycling of municipal wastewater in Salix plantations, can replace a large part of the conventional wastewater treatment, due to natural purification processes in the soil/plant system. During the last few years, several full-scale treatment plants based on the soil/plant system have been set up. Rosenqvist Mek.Verkstad has developed the irrigation system "RWIS" for distribution of wastewater into the plantation. The system uses a controlled flooding technique, combined with computer operation controlled electric valves placed in the fields. By measuring the flow and having knowledge about the contents of the wastewater, it is possible to have total control over the wastewater that is distributed in a specific area. The irrigation system has to be able to withstand trying conditions, without major maintenance in between harvests.

Nanofiltration of endocrine disrupting compounds

2003 ◽  
Vol 3 (5-6) ◽  
pp. 321-327 ◽  
Author(s):  
M. Gallenkemper ◽  
T. Wintgens ◽  
T. Melin
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Wastewater Treatment Plants ◽  
Endocrine Disrupting Compounds ◽  
Municipal Wastewater Treatment ◽  
Water And Wastewater Treatment ◽  
Wide Range ◽  
Endocrine Disrupting ◽  
Municipal Wastewater Treatment Plants ◽  
Set Up

Endocrine disrupting compounds can affect the hormone system in organisms. A wide range of endocrine disrupters were found in sewage and effluents of municipal wastewater treatment plants. Toxicological evaluations indicate that conventional wastewater treatment plants are not able to remove these substances sufficiently before disposing effluent into the environment. Membrane technology, which is proving to be an effective barrier to these substances, is the subject of this research. Nanofiltration provides high quality permeates in water and wastewater treatment. Eleven different nanofiltration membranes were tested in the laboratory set-up. The observed retention for nonylphenol (NP) and bisphenol A (BPA) ranged between 70% and 100%. The contact angle is an indicator for the hydrophobicity of a membrane, whose influence on the permeability and retention of NP was evident. The retention of BPA was found to be inversely proportional to the membrane permeability.

Performance of hybrid small wastewater treatment system consisting of jet mixed separator and rotating biological contactor

1997 ◽  
Vol 35 (6) ◽  
pp. 63-70 ◽  
Author(s):  
Yoshimasa Watanabe ◽  
Yoshihiko Iwasaki
Keyword(s):  
Wastewater Treatment ◽  
Electric Power ◽  
Hybrid System ◽  
Municipal Wastewater ◽  
Treatment Plant ◽  
Treatment System ◽  
Municipal Wastewater Treatment ◽  
Wastewater Treatment System ◽  
Pre Treatment ◽  
Organic Particles

This paper describes a pilot plant study on the performance of a hybrid small municipal wastewater treatment system consisting of a jet mixed separator(JMS) and upgraded RBC. The JMS was used as a pre-treatment of the RBC instead of the primary clarifier. The treatment capacity of the system was fixed at 100 m3/d, corresponding to the hydraulic loading to the RBC of 117 L/m2/d. The effluent from the grid chamber at a municipal wastewater treatment plant was fed into the hybrid system. The RBC was operated using the electric power produced by a solar electric generation panel with a surface area of 8 m2 under enough sunlight. In order to reduce the organic loading to the RBC, polyaluminium chloride(PAC) was added to the JMS influent to remove the colloidal and suspended organic particles. At the operational condition where the A1 dosage and hydraulic retention time of the JMS were fixed at 5 g/m3 and 45 min., respectively, the average effluent water quality of hybrid system was as follows: TOC=8 g/m3, Total BOD=8 g/m3, SS=8 g/m3, Turbidity=6 TU, NH4-N=7 g/m3, T-P=0.5 g/m3. In this operating condition, electric power consumption of the RBC for treating unit volume of wastewater is only 0.07 KWH/m3.

Introduction to Conventional Wastewater Treatment Technologies: Limitations and Recent Advances

2021 ◽  
pp. 1-36
Keyword(s):  
Wastewater Treatment ◽  
Human Health ◽  
Efficient Method ◽  
Rapid Growth ◽  
Municipal Wastewater ◽  
Pathogenic Microorganisms ◽  
Tertiary Treatment ◽  
Inorganic Substances ◽  
Treatment Technologies ◽  
Conventional Wastewater Treatment

The rapid growth of the industries and population leads to increasing generation of industrial and municipal wastewater. This wastewater threatens directly or indirectly the human health and industrial processes. Therefore, it is necessary to develop a rapid, simple, eco-friendly, effective, and efficient method for eliminating pollutants from industrial and municipal wastewater. The wastewater treatment aims to remove pollutants including particles, organic/inorganic substances, and pathogenic microorganisms, and finally returned to the cycle. This chapter presents a brief introduction to the issue associated with municipal and industrial wastewater. Also, this chapter presents detailed information about the conventional wastewater treatment methods. Specifically, it discusses the steps involved in the wastewater treatment viz. primary, secondary, and tertiary treatment.

Studies on the Land Treatment Irrigation System of Municipal Wastewater in Shengyang

1991 ◽  
Vol 24 (5) ◽  
pp. 47-53 ◽  
Author(s):  
Zhengmin Gao ◽  
Tiehang Sun ◽  
Xiangrong Qu
Keyword(s):  
Wastewater Treatment ◽  
Organic Pollutants ◽  
Pollution Control ◽  
Municipal Wastewater ◽  
Irrigation System ◽  
Ecological Engineering ◽  
Terrestrial Ecosystem ◽  
Pilot Scale ◽  
Point Of View ◽  
Land Treatment

To make use of wastewater resources in harmony with nature, relying upon the decomposition capacity of the terrestrial ecosystem with soil-plant-microorganism mechanisms for self-purification, converting of harm into good, an artificial ecosystem involving industrial point pollution control, sedimentation and stabilization ponds, followed by a soil-plant system with special varieties of willow, sorghum and rice was established in pilot scale and its purification function for organic pollutants and essential macronutrients was studied. As the key parameters of environmental quality, BOD5, COD, TOC, N and P were monitored. Furthermore, some selected priority organic pollutants such as DBP, DEHP and their behaviour in the system were determined and evaluated carefully. From the holistic point of view, the results obtained show an excellent performance for wastewater treatment which can match conventional secondary and partially advanced wastewater treatment. Based on the 1986-1989 intensive laboratory and field integrated investigation, a model ecological engineering land treatment system is proposed as a reform of the traditional wastewater irrigation pattern in China.

Advanced compact wastewater treatment based on coagulation and moving bed biofilm processes

2000 ◽  
Vol 42 (12) ◽  
pp. 33-48 ◽  
Author(s):  
H. Ødegaard
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Biofilm Reactor ◽  
Phosphate Removal ◽  
High Rate ◽  
Moving Bed ◽  
Considerable Saving ◽  
Treatment Processes ◽  
Pre Treatment ◽  
Biofilm Process

Advanced compact wastewater treatment processes are being looked for by cities all over the world as effluent standards are becoming more stringent and land available for treatment plants more scarce. In this paper it is demonstrated that a very substantial portion of the pollutants in municipal wastewater appears as particulate and colloidal matter. Pre-coagulation, therefore, gives very efficient pre-treatment that results in considerable saving in the total space required by the plant, especially when combined with a biofilm process for the removal of the soluble matter. A new biofilm process for this purpose is described. The moving bed biofilm process is based on plastic carriers, that move in the reactor, on which biomass attach and grow. The carriers are kept withinthe reactor by a sieve arrangement and biomass that is sloughing off the carriers is separated before effluent discharge. In addition to combining the moving bed biofilm process with pre-coagulation, the paper discusses also the use of a high-rate moving bed process combined with coagulation directly after the biofilm reactor in order to enhance separability. This results in very compact treatment plants for secondary treatment and possibly phosphate removal.

A sustainable municipal wastewater treatment process for tropical and subtropical regions in developing countries

1997 ◽  
Vol 35 (9) ◽  
pp. 191-198 ◽  
Author(s):  
Yu Hanqing ◽  
Joo-Hwa Tay ◽  
Francis Wilson
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Treatment Process ◽  
Anaerobic Treatment ◽  
Post Treatment ◽  
Treatment System ◽  
Municipal Wastewater Treatment ◽  
Wastewater Treatment Process ◽  
Pre Treatment ◽  
Reed Bed

In this paper, a feasible municipal wastewater treatment process, using the upflow anaerobic sludge blanket (UASB) or the anaerobic baffled reactor (ABR) as an anaerobic pre-treatment system, and the reed bed or the stabilization pond with supporting media as a post-treatment system, is presented and discussed. Results obtained in pilot- and full-scale treatment plants clearly reveal that the anaerobic treatment is indeed a very attractive option for municipal wastewater pre-treatment at temperatures exceeding 20C in tropical and subtropical regions. The UASB system has been commonly employed as an anaerobic pre-treatment system. The ABR provides another potential for the anaerobic pre-treatment. The effluents from the anaerobic treatment system should be post-treated to meet discharge standards. Because of the advantages of the reed bed system when it is employed for tertiary treatment, this system could be considered as a post-treatment system. Another cost-effective system, the stabilization pond packed with attached-growth media, is also a potential post-treatment system.

Introduction to Conventional Wastewater Treatment Technologies: Limitations and Recent Advances

2021 ◽  
pp. 1-36
Keyword(s):  
Wastewater Treatment ◽  
Human Health ◽  
Efficient Method ◽  
Rapid Growth ◽  
Municipal Wastewater ◽  
Pathogenic Microorganisms ◽  
Tertiary Treatment ◽  
Inorganic Substances ◽  
Treatment Technologies ◽  
Conventional Wastewater Treatment

The rapid growth of the industries and population leads to increasing generation of industrial and municipal wastewater. This wastewater threatens directly or indirectly the human health and industrial processes. Therefore, it is necessary to develop a rapid, simple, eco-friendly, effective, and efficient method for eliminating pollutants from industrial and municipal wastewater. The wastewater treatment aims to remove pollutants including particles, organic/inorganic substances, and pathogenic microorganisms, and finally returned to the cycle. This chapter presents a brief introduction to the issue associated with municipal and industrial wastewater. Also, this chapter presents detailed information about the conventional wastewater treatment methods. Specifically, it discusses the steps involved in the wastewater treatment viz. primary, secondary, and tertiary treatment.

Study on A2O Method for Co-Treatment of Landfill Leachate and Municipal Sewage

2011 ◽  
Vol 356-360 ◽  
pp. 2908-2913
Author(s):  
Si Ruo Zhang ◽  
Tie Jian Zhang ◽  
Jun Liang Liu ◽  
Yan Li
Keyword(s):  
Wastewater Treatment ◽  
Landfill Leachate ◽  
Wastewater Treatment Plant ◽  
Municipal Wastewater ◽  
Treatment Plant ◽  
Municipal Sewage ◽  
Municipal Wastewater Treatment ◽  
Leachate Treatment ◽  
Effluent Quality ◽  
Simulated Wastewater

To solve the problem of huge investment and high difficulty of individually treating landfill leachate, the experiment adopted A2O simulated wastewater treatment plant to treat landfill leachate combined with municipal sewage.Under the conditions of 11h HRT, 1.0-2.0mg/L DO concentration, 200% mixture reflux proportion, 80% sludge reflux proportion and 20d sludge age, adding langdfill leachate to municipal sewage with the proportion of 1:1500, 1:1000 and 1:600, the effluent concentration can achieve the first order A standard of Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant. When the proportions come to 1:400 and 1:200,the effluent quality can’t reach the standard. After a comprehensive consideration of water quality and landfill leachate treatment amount in practice, we can draw a conclusion that the 1:600 proportion is the most suitable one of adding landfill leachate to municipal sewage.

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