Aerobic Granular Sludge System Nereda
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Usually dispatched in 2 to 3 days
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Sludge, Odors & Biogas
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Energy from Wastewater Sewage Sludge in Lebanon
The Ministry of Energy and Water (MEW) and the Council for Development and Reconstruction (CDR) are considering investing in energy produced from
wastewater sludge through anaerobic digestion (AD). Currently, Lebanon has only a few constructed wastewater treatment plants (WWTPs), however many
others are either under construction, under designphase assessment, or are envisioned to be assessed in the future. The goal of this study is to undergo a feasibility assessment to identify the WWTPs that meet the conditions to implement AD and elaborate the related technical specifications.
Energy from Wastewater Sewage Sludge in Lebanon
The Ministry of Energy and Water (MEW) and the Council for Development and Reconstruction (CDR) are considering investing in energy produced from
wastewater sludge through anaerobic digestion (AD). Currently, Lebanon has only a few constructed wastewater treatment plants (WWTPs), however many
others are either under construction, under designphase assessment, or are envisioned to be assessed in the future. The goal of this study is to undergo a feasibility assessment to identify the WWTPs that meet the conditions to implement AD and elaborate the related technical specifications.
Activated Sludge Aeration Waste Heat for Membrane Evaporation of Desalination Brine Concentrate: A Bench Scale Collaborative Study
This study examines a potential membrane evaporation process to reduce brine concentrate volume at the San Antonio Water System’s (SAWS) 45.4 million liters per day (MLD) brackish water desalination facility in San Antonio, Texas, which is currently being constructed. This facility is a reverse osmosis (RO) process operating with 90% recovery by blending 37.9 MLD of permeate with 7.6 MLD of bypass water, producing 4.2 MLD of brine concentrate. The brine concentrate residuals are to be disposed of through deep-well injection. The deep-well injection process is anticipated to be expensive due to well-drilling costs and maintenance costs of operating at high injection pressures. Membrane evaporation systems are promising because they are compact systems and they can be used with low grade waste heat energy sources. This study investigates the potential of coupling membrane evaporation with waste heat generated from activated sludge aeration blowers.
Activated Sludge Aeration Waste Heat for Membrane Evaporation of Desalination Brine Concentrate: A Bench Scale Collaborative Study
This study examines a potential membrane evaporation process to reduce brine concentrate volume at the San Antonio Water System’s (SAWS) 45.4 million liters per day (MLD) brackish water desalination facility in San Antonio, Texas, which is currently being constructed. This facility is a reverse osmosis (RO) process operating with 90% recovery by blending 37.9 MLD of permeate with 7.6 MLD of bypass water, producing 4.2 MLD of brine concentrate. The brine concentrate residuals are to be disposed of through deep-well injection. The deep-well injection process is anticipated to be expensive due to well-drilling costs and maintenance costs of operating at high injection pressures. Membrane evaporation systems are promising because they are compact systems and they can be used with low grade waste heat energy sources. This study investigates the potential of coupling membrane evaporation with waste heat generated from activated sludge aeration blowers.
Sewage Sludge Management In Germany
Introduction
What is sewage sludge?
In Germany, daily water use now reaches 120 litres per person. All of this water ultimately ends up in the sewage system, and from there is channelled to sewage treatment plants. At such plants, the sewage passes through screens and sieves and undergoes mechanical and biological purification,
the goal being to remove impurities from the sewage and to then channel the resulting purified water into waterbodies. The residue of this process is known as
sewage sludge, which can occur in anhydrous, dried or other processed forms.
Sewage Sludge Management In Germany
Introduction
What is sewage sludge?
In Germany, daily water use now reaches 120 litres per person. All of this water ultimately ends up in the sewage system, and from there is channelled to sewage treatment plants. At such plants, the sewage passes through screens and sieves and undergoes mechanical and biological purification,
the goal being to remove impurities from the sewage and to then channel the resulting purified water into waterbodies. The residue of this process is known as
sewage sludge, which can occur in anhydrous, dried or other processed forms.
Study of Biogas Production by Anaerobic Digestion of Sewage Treatment Plant Sludge
Abstract
In this study, a characterization protocol of sewage sludge in Algeria was carried out. Their objective was to study the process of anaerobic digestion for the production of biogas by analogy to experiments which have already been made in the literature on sludge have the same characteristic as our own product. Five models have been proposed to simulate the anaerobic digestion process; three for the production of biogas and two models for the degradation of organic matter. The performance of the proposed models have been validated with experimental data from the literature. The modeling of the volume of biogas produced was carried out by that of Gompertz and models proposed for different products. We observed a good agreement of the models proposed with the experimental data with a maximum value in r 2 = 0.9996 and minimum in ESM = 6.34 10 -4 . The modeling of the degradation of organic matter was carried out by the first order model (eq IV.19), and dimensionless models proposed. The latter gave a good agreement with the experimental data better than the model of the literature with a maximum value in r 2 = 0.9985 and minimum in ESM = 8.91 10 -4 .
Study of Biogas Production by Anaerobic Digestion of Sewage Treatment Plant Sludge
Abstract
In this study, a characterization protocol of sewage sludge in Algeria was carried out. Their objective was to study the process of anaerobic digestion for the production of biogas by analogy to experiments which have already been made in the literature on sludge have the same characteristic as our own product. Five models have been proposed to simulate the anaerobic digestion process; three for the production of biogas and two models for the degradation of organic matter. The performance of the proposed models have been validated with experimental data from the literature. The modeling of the volume of biogas produced was carried out by that of Gompertz and models proposed for different products. We observed a good agreement of the models proposed with the experimental data with a maximum value in r 2 = 0.9996 and minimum in ESM = 6.34 10 -4 . The modeling of the degradation of organic matter was carried out by the first order model (eq IV.19), and dimensionless models proposed. The latter gave a good agreement with the experimental data better than the model of the literature with a maximum value in r 2 = 0.9985 and minimum in ESM = 8.91 10 -4 .
Odor Control
20 years ago there was little talk of odor control. WWTP’s and PS were located out of town, and odor was not a problem.
Today odor control is generally considered an essential process in sewage treatment plant design, and in many other industries.
Odor Control
20 years ago there was little talk of odor control. WWTP’s and PS were located out of town, and odor was not a problem.
Today odor control is generally considered an essential process in sewage treatment plant design, and in many other industries.
A Detailed Assessment of The Science and Technology of Odor Measurement
INTRODUCTION
Odors remain at the top of air pollution complaints to regulators and government bodies around the U.S. and internationally. Ambient air holds a mixture of chemicals from everyday activities of industrial and commercial enterprises.
A person’s olfactory sense, the sense of smell, gives a person the ability to detect the presence of some chemicals in the ambient air. Not all chemicals are odorants, but when they are, a person may be able to detect their presence. Therefore, an odor perceived by a person’s olfactory sense can be an early warning or may simply be a marker for the presence of air emissions from a facility. For whatever reason, it is a person’s sense of smell that can lead to a complaint. When facility odors affect air quality and cause citizen complaints, an investigation of those odors may require that specific odorants be measured and that odorous air be measured using standardized scientific methods. Point emission sources, area emission sources, and volume emission sources can be sampled and the samples sent to an odor laboratory for testing of odor parameters, such as odor concentration, odor intensity, odor persistence, and odor characterization. Odor can also be measured and quantified directly in the ambient air, at the property line and in the community, using standard field olfactometry practices, e.g. odor intensity referencing scales and field olfactometers.
A Detailed Assessment of The Science and Technology of Odor Measurement
INTRODUCTION
Odors remain at the top of air pollution complaints to regulators and government bodies around the U.S. and internationally. Ambient air holds a mixture of chemicals from everyday activities of industrial and commercial enterprises.
A person’s olfactory sense, the sense of smell, gives a person the ability to detect the presence of some chemicals in the ambient air. Not all chemicals are odorants, but when they are, a person may be able to detect their presence. Therefore, an odor perceived by a person’s olfactory sense can be an early warning or may simply be a marker for the presence of air emissions from a facility. For whatever reason, it is a person’s sense of smell that can lead to a complaint. When facility odors affect air quality and cause citizen complaints, an investigation of those odors may require that specific odorants be measured and that odorous air be measured using standardized scientific methods. Point emission sources, area emission sources, and volume emission sources can be sampled and the samples sent to an odor laboratory for testing of odor parameters, such as odor concentration, odor intensity, odor persistence, and odor characterization. Odor can also be measured and quantified directly in the ambient air, at the property line and in the community, using standard field olfactometry practices, e.g. odor intensity referencing scales and field olfactometers.
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