Sludge Dewatering
Credit to: https://www.inditex.com/
Usually dispatched in 2 to 3 days
Usually dispatched in 2 to 3 days
Category:
Sludge, Odors & Biogas
Only logged in customers who have purchased this product may leave a review.
Related products
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.
Sludge Dehydration Technologies
INTRODUCTION
Dewatering is a physical process integrated in the sludge line of treatment plant. It is aimed at reducing the water content and therefore the sludge volume. In this way, its transportation costs to the final destination point is reduced. On the other hand, the dewatered sludge is easier to handle and the transport process is more convenient than in the case of a sludge with higher water content.
The dewatering technique chosen must be consistent with the amount and characteristics of sludges generated and with the biosolid final destination.
Water present in the sludge exists in four forms (see figure): free, colloidal, intercellular and capillary. Free water can be separated from sludge by gravity as it is not associated with solids. Chemical conditioning prior to the use of mechanical tools is required in order to remove colloidal and capillary water. For intercellular water removal, the structure containing it must be broken and this can be done through heat treatment.
Sludge Dehydration Technologies
INTRODUCTION
Dewatering is a physical process integrated in the sludge line of treatment plant. It is aimed at reducing the water content and therefore the sludge volume. In this way, its transportation costs to the final destination point is reduced. On the other hand, the dewatered sludge is easier to handle and the transport process is more convenient than in the case of a sludge with higher water content.
The dewatering technique chosen must be consistent with the amount and characteristics of sludges generated and with the biosolid final destination.
Water present in the sludge exists in four forms (see figure): free, colloidal, intercellular and capillary. Free water can be separated from sludge by gravity as it is not associated with solids. Chemical conditioning prior to the use of mechanical tools is required in order to remove colloidal and capillary water. For intercellular water removal, the structure containing it must be broken and this can be done through heat treatment.
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.
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.
Global Atlas of Excreta, Wastewater Sludge, and Biosolids Management
It is crystal clear that, in addition to clean air, the well-being of our planet also requires that water, wastewater and the resulting biosolids (sludge) need to be managed more seriously, and in a focused, coordinated and cooperative manner. The idea for the creation of this Global Atlas of Excreta, Wastewater Sludge, and Biosolids Management originated at the IWA Biosolids Conference, “Moving Forward Wastewater Biosolids Sustainability: Technical, Managerial, and Public Synergy” held in Moncton, New Brunswick, Canada in June 2007. At this conference representatives of the International Water Association (IWA), Water Environmental Federation (WEF) and European Water Association (EWA) agreed that it would be very useful to produce a current edition of the “Global Atlas of Wastewater Sludge and Biosolids Use and Disposal” which had been published in 1996, with Peter Matthews being
the original editor.
Global Atlas of Excreta, Wastewater Sludge, and Biosolids Management
It is crystal clear that, in addition to clean air, the well-being of our planet also requires that water, wastewater and the resulting biosolids (sludge) need to be managed more seriously, and in a focused, coordinated and cooperative manner. The idea for the creation of this Global Atlas of Excreta, Wastewater Sludge, and Biosolids Management originated at the IWA Biosolids Conference, “Moving Forward Wastewater Biosolids Sustainability: Technical, Managerial, and Public Synergy” held in Moncton, New Brunswick, Canada in June 2007. At this conference representatives of the International Water Association (IWA), Water Environmental Federation (WEF) and European Water Association (EWA) agreed that it would be very useful to produce a current edition of the “Global Atlas of Wastewater Sludge and Biosolids Use and Disposal” which had been published in 1996, with Peter Matthews being
the original editor.
Reviews
There are no reviews yet.