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FAQ

1
What is the service life of sewage treatment equipment?
The typical service life of sewage treatment equipment varies depending on type, material, and maintenance, but generally ranges from 10 to 50 years. Underground equipment lasts approximately 15 years or more, while stainless steel or fiberglass structures can last up to 50 years. Core components such as reverse osmosis require regular replacement.
2
How is industrial wastewater treated?
The treatment method for industrial wastewater is selected based on the type and concentration of pollutants and the specific characteristics of the industry. Physical, chemical, biological, or a combination of processes is typically used.
3
How to choose a chemical for wastewater treatment?
The selection of a wastewater treatment chemical requires comprehensive consideration of water quality characteristics, treatment processes, cost-effectiveness, and environmental requirements. High-quality chemicals should exhibit high efficiency (low overall consumption), high treatment efficiency (high pollutant removal limits), not introduce new pollutants, be harmless to humans, and not damage biochemical systems or equipment.
Heavy metal removal: A precipitant (such as sodium sulfide or sodium hydroxide) is added to form a poorly soluble precipitate.
Nitrogen and phosphorus removal: Targeted phosphorus removal agents (such as ferric chloride or lime) or denitrifiers are used.
Refractory organic matter: Advanced oxidants (such as ozone) can be used to break down its structure.
4
What is the cost of an MVR evaporator?
The price of an MVR evaporator varies greatly depending on factors such as processing scale, material, and configuration. Please contact our customer service directly for details.
Material: Titanium is over 50% more expensive than stainless steel, but it is more corrosion-resistant.
Configuration: The compressor brand, energy efficiency rating, and intelligent control system significantly influence the price.
Processing scale: The larger the scale, the higher the cost.
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What are the types of evaporators?
An evaporator is a device that vaporizes and removes the solvent from a solution through heating, resulting in a concentrated solution or solid. Evaporators can be categorized into various types based on their structure, operating principle, and application. These include tubular evaporators, plate evaporators, scraped film evaporators, multi-effect evaporators, MVR evaporators, and low-temperature evaporators.
6
Why is sewage treatment necessary?
Generally speaking, when the environment and resources are damaged and the ecological balance is disrupted, it takes decades, sometimes even hundreds of years, for the system to recover, and sometimes it is impossible to recover at all.
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What is ISO 14000 (Environmental Management Standards)?
The ISO 14000 series of standards is an environmental management standard developed by the International Organization for Standardization's Technical Committee on Environmental Management. Its guiding principle is "comprehensive management, pollution prevention, and continuous improvement," representing an innovation in environmental management thinking and methods. ISO 14000 has very strict standards and regulations, with corresponding verification standards for every production process and management link, from the purchase of raw materials to the delivery of finished products. This system strictly prevents the generation of pollutants during the production process and ensures their effective management. Wastewater treatment is only one component of the ISO 14000 series of standards. Currently, pilot programs and implementation of the ISO 14000 series are underway in some major cities and large enterprises in China. ISO 14000 environmental quality certification is known as a "green passport" recognized by the international market. Certification grants undeniable access to international markets. Many countries have announced that imports of goods and products without environmental management certification will be subject to quantity and price restrictions. Therefore, as we gradually integrate with the international market, ISO14000 environmental quality certification is being fully implemented in all domestic enterprises, just as ISO9000 (quality management standards). Thus, from the perspective of environmental management standards, we must not only strive to ensure effective wastewater treatment at the end of the pollution source, implement scientific environmental management, and ensure that treated effluent meets discharge standards; we must also vigorously implement clean production management at the source to prevent and reduce pollution.
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3.How to implement scientific environmental management?
Protecting the environment has become a basic national policy for the sustainable development of my country's economy. Therefore, wastewater treatment should comply with my country's environmental protection laws, regulations and policies. In the planning and design of environmental protection, it is necessary to combine production perspectives with ecological concepts and environmental protection, and to combine wastewater treatment with improving production processes and implementing clean production. Through systematic analysis and verification, a more reasonable treatment plan can be sought. The main principles of environmental management can be summarized as follows:
(1)Eliminate unreasonable products. For some traditional, low-value, and waste products with extremely difficult wastewater treatment, we should be determined to replace them with high-value, high-tech products. If the annual profit of a product is not enough to cover the annual wastewater treatment costs, such products should be determined to stop production and replaced with products that are less polluting and easier to treat.
(2)Strengthen management and reduce pollution. Enterprise management is also an important factor in preventing and controlling pollution. For example, the leakage of equipment; production accidents or product scrapping caused by failure to follow operating procedures, which lead to the generation of large amounts of high-concentration wastewater; the use of large amounts of water to wash equipment and the ground, which increases the amount of wastewater; the failure to separate cooling water and production wastewater into "clear and turbid" streams, all of which increase the amount of wastewater and the difficulty of wastewater treatment.
(3) Establishing regional small-scale sewage treatment plants For areas where factories are concentrated, it is not necessary to apply the principle of "whoever pollutes, whoever cleans"; instead, it is necessary to strengthen the relationship between enterprises and comprehensively consider pollution control measures. If necessary and possible, the wastewater of each factory can be centrally treated and a unified sewage treatment plant can be established to implement the "whoever pollutes, whoever pays" treatment method. Because the wastewater quality of each factory is different due to different products, for example, some factories' wastewater is acidic, while some factories' wastewater is alkaline. Treating them together can reduce the treatment cost of neutralizing agents; some factories discharge high-salt and low-COD wastewater, while some factories' wastewater is high-concentration and easily biodegradable. If treated separately, they are all difficult to treat. However, if they are treated together for biochemical treatment, the improvement of water quality conditions can not only reduce the difficulty of wastewater treatment, but also improve treatment efficiency.
(4) Improve the recycling rate of water
In order to reduce the amount of wastewater, we should first do more work at the source of wastewater generation. For example, we can consider recycling water or reuse it multiple times to improve the recycling rate of water and minimize the amount of water discharged. In foreign countries, the recycling rate of water in some advanced enterprises has reached more than 96%, while the recycling rate of water in Shanghai production enterprises is still at a low level of 20-30%, and there is still great potential to be tapped. Improving the recycling rate of production water can not only reduce environmental pollution, but also reduce the amount of fresh water replenishment, and to a certain extent, it can alleviate the increasingly tense water resource problem. When treating wastewater, we should also try to consider the recycling of treated water.
(5) Recycling and comprehensive utilization
The pollutants in wastewater are raw materials, semi-finished products, finished products and reaction media (such as solvents) that enter the water during the production process. In particular, some chemical reactions in fine chemical production are often not very safe, and the product separation process cannot be very thorough. Therefore, there is often a certain amount of useful substances in the wastewater, especially in the reaction mother liquor. Discharging these pollutants will pollute the environment and cause harm. However, if it is recycled or comprehensively utilized, waste can be turned into treasure and harm can be turned into benefit; or waste can be treated with waste, the strengths of the waste can be made up for the weaknesses, and comprehensive management can be carried out to save the cost of water treatment.
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What is "Environmental Protection 110"?
To address the current mismatch between environmental protection enforcement and management and public complaints, Shanghai has launched an environmental emergency hotline, 62863110, known as "Environmental Protection 110." This number will be simplified to 63110 (a homophone of "Green 110"). This is the first "Environmental Protection 110" in the national environmental protection system. As environmental protection efforts intensify, environmental emergency hotlines will be implemented across the country.
The Environmental Emergency Hotline's responsibilities include: accepting and responding to reports of major pollution incidents occurring citywide; accepting reports of illegal pollution discharges by polluting units, such as illegal and direct discharges; accepting and handling incidents caused by environmental issues that could potentially cause social instability; and assisting relevant departments in handling major incidents that may impact the environment. For other environmental pollution issues that do not require on-site response, the Environmental Emergency Hotline is available 24 hours a day to receive complaints from the public within the aforementioned areas.
For polluting units, the launch of Environmental Protection 110 is both a source of pressure and motivation. Only by diligently managing and controlling pollution can we withstand the scrutiny of environmental law enforcement agencies and the public.
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What tasks does clean production management include?
Wastewater and the pollutants therein are products of the production process. Therefore, reforming the production process and implementing clean production are fundamental measures to eliminate or reduce the hazards of wastewater. Through the reform of processes and equipment, wastewater can be eliminated in the production process, which can not only improve the utilization rate of raw and auxiliary materials, but also reduce the cost of wastewater treatment. This work should be completed by the production process engineers and environmental engineers in cooperation. It should be recognized that protecting the environment is not just the job of environmental engineers, but it is necessary to control the pollution source, so that wastewater can be truly managed. Therefore, when designing processes and trial-producing products, it is necessary to consider possible environmental pollution problems in the future. When choosing a synthesis route, try to use pollution-free or less pollution-free production processes, choose the route with the highest raw material utilization rate, do not use or use less biodegradable substances or toxic and harmful substances in the production process, including raw and auxiliary materials and solvents, and strengthen the recovery and comprehensive utilization of solvents and by-products. The specific methods are roughly as follows:
(1)Adopting new processes, new technologies, and new routes Adopting new processes, new technologies, and new routes. First, the ratio of ingredients in the production process can be verified. Raw materials with high pollution and exceeding the theoretical ratio should be reduced to increase the utilization rate of raw materials and the treatability of wastewater. In chemical production, new routes are sometimes adopted, which can not only improve production levels but also solve wastewater treatment problems. For example, in the past, the raw material of anti-tuberculosis drug isonicotinic acid needed to be prepared by electrolytic oxidation using sulfuric acid as an electrolyte. The amount of acidic wastewater generated in the process was large and difficult to treat. Now, the new technology of air catalytic oxidation is used to carry out the reaction in a fluidized bed. The amount of wastewater is also small, and the pollution problem is easier to solve.
(2)Replacement of raw and auxiliary materials This is a common method, such as replacing highly toxic or extremely toxic raw materials with non-toxic or low-toxic raw materials, and replacing biodegradable substances with biodegradable substances. In addition, it is necessary to avoid or use less restricted substances specified in the emission standards, especially some substances with strict requirements, so as to reduce the burden of wastewater treatment. For example, there are now stricter requirements for the concentration of ammonia nitrogen in wastewater, which requires the use of as little ammonia water or liquid ammonia as possible in production. For example, in the past, when adjusting the pH of wastewater, some treatment processes used ammonia water to adjust, which would greatly exceed the ammonia nitrogen content in the effluent, and increase the difficulty of biochemical treatment of wastewater. Based on the same principle, we should use less potassium dichromate as an oxidant and less nitro compounds and chlorinated hydrocarbons as solvents. When selecting a solvent, in addition to meeting the requirements of the production process, the biodegradability and toxicity of the solvent must also be considered.
(3)Select a new post-treatment process to reduce or eliminate pollution in the production process. This method is very useful for technicians engaged in chemical production. For example, in the organic synthesis industry, the method of adding water to dilute the reaction materials (water separation) is often used to precipitate the reaction products from the reaction organic solvent. The mother liquor produced by water separation has a large amount of water, and the organic solvent (such as methanol, ethanol and other water-soluble solvents) in it is difficult to recover, which is carried into the wastewater flow and causes pollution. If most of the solvent is recovered by distillation before dilution and then diluted with water, the content of organic matter in the wastewater can be significantly reduced. In order to ensure the quality of the resulting products, reaction products or intermediates often need to be washed to remove impurities entrained in the products. Whether the washing operation is reasonable has a considerable impact on the degree of wastewater pollution. However, if new post-treatment technology is adopted, the washing wastewater can be completely eliminated during the process operation, achieving zero pollution discharge. Too high a salt content in the wastewater will inhibit the growth and reproduction of microorganisms and affect the effect of biochemical treatment. We can also adopt a new post-treatment process to solve this difficulty in wastewater treatment. For example, a factory reacts p-nitrochlorobenzene with sodium hydroxide in a methanol solvent to prepare p-nitroanisole. The original post-treatment operation process is to use water washing to remove the NaCl salt in the reaction materials. The result of this operation is a large amount of wastewater with a high salt content, which makes subsequent biochemical treatment difficult. Later, the plant improved the post-treatment process, first filtering out the NaCl in the reaction material (organic phase), then washing with water and precipitating p-nitroanisole. The improved process not only reduced the amount of wastewater by 50%, but also recovered 97.4% of the salt in the wastewater, reduced the organic load of the wastewater by 58.7%, and greatly improved the biodegradability of the wastewater.
(4) Strengthening solvent recovery work In most chemical raw material production plants, the proportion of solvents used in raw materials and auxiliary materials is quite high. It can be said that the organic load in many production wastewaters basically comes from solvents. Therefore, paying attention to and doing a good job in solvent recovery is not only an important measure to prevent and reduce pollution, but also an important way to reduce costs, increase efficiency and improve profits, with dual environmental and economic benefits. For example, a pharmaceutical factory in Shanghai that produces hormones has a total daily organic load (COD) emission of 8 tons, making it a major polluter in the region. The plant's environmental management first started with solvent recovery. The mother liquor wastewater containing the same solvent was collected and recycled. As a result, the total daily discharge of organic load in the wastewater was reduced from 8 tons to 3 tons. The income from solvent recovery exceeded the operating costs of the wastewater treatment plant.
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Why are COD and BOD often used as pollution indicators in wastewater analysis?
Wastewater contains numerous organic substances, often containing dozens, even hundreds of them. Qualitative and quantitative analysis of each organic substance in wastewater is both time-consuming and chemically intensive. So, is it possible to use a single pollution indicator to represent all organic substances in wastewater and their quantities? Research by environmental scientists has revealed that all organic substances share two common characteristics: first, they are composed of at least one carbon and hydrogen; second, the vast majority of organic substances can be chemically oxidized or microbially oxidized, with their carbon and hydrogen reacting with oxygen to form harmless carbon dioxide and water, respectively. Whether chemically or biologically oxidized, organic substances in wastewater consume oxygen. The greater the amount of organic matter in the wastewater, the greater the oxygen consumption, and the two are directly proportional. Environmental scientists therefore refer to the amount of oxygen consumed when wastewater is oxidized with chemicals as chemical oxygen demand (COD), and the amount of oxygen consumed when wastewater is oxidized with microorganisms as biological oxygen demand (BOD). Because COD and BOD comprehensively reflect the amount of all organic matter in wastewater and are relatively simple to analyze, they are widely used in wastewater analysis and environmental engineering.
In fact, COD does not only indicate the organic matter in the water, it also indicates the inorganic substances with reducing properties in the water, such as sulfide, ferrous ions, sodium sulfite, and even chloride ions. For example, if the ferrous ions in the effluent of the iron-carbon pool are not completely removed in the neutralization tank, the COD of the effluent from the biological treatment may exceed the standard due to the presence of ferrous ions.
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What is COD (Chemical Oxygen Demand)?
Chemical oxygen demand (COD) refers to the amount of oxygen required by oxidizable substances in wastewater when oxidized by a chemical oxidant, measured in milligrams of oxygen per liter. It is currently the most commonly used method for measuring the organic matter content in wastewater. Common oxidants used in COD analysis include potassium permanganate (manganese method CODMn) and potassium dichromate (chromium method CODCr), with the potassium dichromate method currently being the most commonly used. Organic matter is oxidized by heating the wastewater with strong acid under boiling reflux conditions. Using silver sulfate as a catalyst can increase the oxidation rate of most organic matter to 85-95%. If the wastewater contains high concentrations of chloride ions, mercuric sulfate should be used to screen the chloride ions to reduce interference with COD determination.
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What is BOD5 (Biochemical Oxygen Demand)?
Biochemical oxygen demand (BOD) can also indicate the extent of organic contamination in wastewater. The most commonly used measure is the 5-day BOD, expressed as BOD5. It indicates the amount of oxygen required for wastewater to biodegrade in the presence of microorganisms over a 5-day period. We will frequently use the 5-day BOD5 in the future.
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What is the relationship between COD and BOD5?
Some organic matter can be biodegraded (such as glucose and ethanol), others can only be partially biodegraded (such as methanol), and some cannot be biodegraded and are toxic (such as ginkgo biloba, ginkgolic acid, and certain surfactants). Therefore, organic matter in water can be divided into two components: biodegradable organic matter and non-biodegradable organic matter.
COD is generally considered to represent essentially all organic matter in water. BOD, on the other hand, represents biodegradable organic matter in water. Therefore, the difference between COD and BOD represents the non-biodegradable organic matter in wastewater.
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What is B/C? What does B/C mean?
B/C stands for the ratio of BOD5 to COD, which indicates the biodegradability of wastewater. If CODNB represents the non-biodegradable portion of COD, then the proportion of organic matter in wastewater that is not biodegradable by microorganisms can be expressed as CODNB/COD.
When BOD5/COD ≥ 0.45, non-biodegradable organic matter accounts for less than 20% of the total organic matter. When BOD5/COD ≤ 0.2, non-biodegradable organic matter accounts for over 60% of the total organic matter.
B/C is of great importance and practical significance in environmental engineering.
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What is pH?
pH is actually a method of expressing the acidity or alkalinity of an aqueous solution. We often express the pH of an aqueous solution as a percentage, such as a 1% sulfuric acid solution or a 1% alkaline solution. However, when the pH of an aqueous solution is very low, expressing it as a percentage is too cumbersome. In such cases, pH can be used instead. The pH range is 0-14. When the pH is 7, the water is neutral; when the pH is less than 7, the water is acidic, and the lower the pH, the more acidic it is. When the pH is greater than 7, the water is alkaline, and the higher the pH, the more alkaline it is.
All living things in the world cannot live without water, but the pH range suitable for survival is often very narrow. Therefore, the National Environmental Protection Agency strictly regulates the pH value of treated water to be between 6 and 9.
The pH value in water is often tested using pH test paper, but it can also be measured using instruments such as pH meters.
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Why is the concentration unit milligrams per liter (mg/L) often used in wastewater analysis?
Generally speaking, the concentrations of organic and inorganic substances in wastewater are very small, making it cumbersome and inconvenient to express them as percentages or other concentrations. For example, a ton of wastewater often contains only a few grams, tens of grams, hundreds of grams, or even a few kilograms of pollutants. The unit used is grams per ton (g/T). Converting tons to liters yields milligrams per liter (mg/L). For calculations, refer to the following conversion table:
1 mg/L = 1 part per million
1,000 mg/L = 1 part per thousand
10,000 mg/L = 1 percent
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What is wastewater Preprocessing? What are the goals of Preprocessing?
Preprocessing is generally referred to as treatment prior to biochemical treatment. Because biochemical treatment is relatively inexpensive and stable, it is generally used for industrial wastewater treatment and is the primary method of wastewater management. However, wastewater contains certain organic substances that are inhibitory or toxic to microorganisms. Therefore, Preprocessing is necessary before wastewater enters the biochemical tank. The goal is to minimize or remove these inhibitory or toxic substances to ensure the normal functioning of the microorganisms in the biochemical tank.
Preprocessing has two goals: first, to minimize and remove these inhibitory, toxic, or inhibitory substances in the wastewater, or to convert them into substances that are harmless or beneficial to microorganisms to ensure the normal functioning of the microorganisms in the biochemical tank; second, to reduce the COD load during the Preprocessing process to alleviate the operational burden of the biochemical tank. The Preprocessing process is iron-carbon micro-electrolysis and Fe2+/Fe3+ reduction-oxidation method. The countless tiny iron-carbon primary cells formed are conducive to the redox reaction, which can destroy and remove toxic and harmful substances in the wastewater. During the neutralization and precipitation process, the active flocs formed by divalent iron and trivalent iron under alkaline conditions can adsorb organic matter in the wastewater to reduce the COD load and ensure the normal operation of the subsequent biochemical treatment system.
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What is the purpose of a wastewater collection tank?
A wastewater collection tank collects, stores, and balances the quality and quantity of wastewater. The volume and quality of wastewater discharged from various workshops are generally uneven. There is wastewater during production, but not during periods of inactivity. This can even fluctuate significantly within a single day or between shifts. This is particularly true for wastewater from the fine chemical industry. If clear and turbid wastewater are not separated, the quality and quantity of concentrated and less polluted process wastewater can vary significantly. This variability is detrimental to, and even harmful to, the proper operation and treatment effectiveness of wastewater treatment facilities. Therefore, before wastewater enters the main sewage treatment system, a wastewater collection tank of a certain capacity must be installed to store and homogenize the wastewater to ensure the proper operation of wastewater treatment equipment and facilities.
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Why do colloidal particles in wastewater not easily settle naturally?
Many suspended impurities with a specific gravity greater than 1, large particles, and easily settling suspended solids in wastewater can be removed by natural sedimentation, centrifugation, and other methods. However, suspended particles with a specific gravity less than 1, tiny particles that are even invisible to the naked eye, are difficult to settle naturally. For example, colloidal particles are particles with a size of 10-4 to 10-6 mm. They are very stable in water and have an extremely slow sedimentation rate. It takes 200 years of tillage to settle 1 meter. There are two reasons for the slow sedimentation: (1) Generally speaking, colloidal particles have a negative charge. Because like charges repel each other, the colloidal particles are prevented from contacting each other, and cannot be bonded to each other and suspended in water. (2) There is also a layer of molecules tightly surrounding the surface of the colloidal particles. This hydration layer also hinders and isolates the contact between the colloidal particles, and cannot be bonded to each other and suspended in water.
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How do you precipitate colloidal particles?
To precipitate colloidal particles, they must be brought into contact with each other, forming larger particles. This means they aggregate, causing their specific gravity to exceed 1, leading to precipitation. There are many methods available, and commonly used engineering techniques include coagulation, flocculation, and coagulation.
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What is coagulation?
When a coagulant containing positive ions is added to wastewater, the presence of a large number of positive ions between the colloidal particles eliminates the electrostatic repulsion between them, causing the particles to agglomerate. This process of agglomerating colloidal particles by adding positive ion electrolytes is called coagulation. Commonly used coagulants include aluminum sulfate, ferrous sulfate, alum, and ferric chloride.
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What is flocculation?
Flocculation involves adding a polymer coagulant to wastewater. Upon dissolution, the polymer forms polymers. This polymer has a linear structure, with one end of the line pulling on a tiny particle and the other end pulling on another tiny particle, acting as a bridge between the two distant particles. This acts as a bond, causing the particles to gradually grow larger, ultimately forming large flocs (commonly known as alum flocs), which accelerate particle settling. Commonly used flocculants include polyacrylamide (PAM) and polyferric ion (PE).
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Why is polyferric iron used for flocculation and adsorption pretreatment of wastewater?
During the coagulation process, polyferric iron forms ferric hydroxide flocs, which have a strong ability to adsorb organic matter in wastewater. Experimental data shows that polyferric iron flocculation and adsorption can remove approximately 10%-20% of the COD in wastewater, significantly reducing the operating burden of the biochemical tank and facilitating the treatment of wastewater that meets discharge standards. Furthermore, polyferric iron pretreatment can remove trace substances in wastewater that are toxic or inhibitory to microorganisms, ensuring the normal functioning of microorganisms in the biochemical tank. Among various coagulants, polyferric iron is relatively inexpensive (25-300 yuan/ton), resulting in relatively low treatment costs and making it suitable for pretreatment of process wastewater.
Polyferric iron is an acidic substance and highly corrosive, so treatment equipment should be properly treated with corrosion protection.
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What is coagulation?
Coagulation is the combined process of coagulation and flocculation. Coagulation is frequently used in experiments and engineering. For example, ferrous sulfate and other chemicals are first added to water to eliminate the electrostatic repulsion between colloidal particles. Polyacrylamide (PAM) is then added to gradually enlarge the particles, forming visible flocs, which ultimately cause sedimentation.
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What is adsorption?
Adsorption is the process of using porous solids (such as activated carbon) or flocculent materials (such as polyferric iron) to adsorb toxic and harmful substances in wastewater onto the surface or within the micropores of the solids or flocs, thereby purifying the water. The adsorbed substances can be either insoluble solids or soluble substances. Adsorption treatment is highly efficient and produces high-quality effluent, making it a common method for advanced wastewater treatment. Adsorption can also be incorporated into biochemical treatment units to improve their efficiency (e.g., the PACT method).
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What is the iron-carbon treatment method?
The iron-carbon treatment method, also known as the iron-carbon micro-electrolysis method or the iron-carbon internal electrolysis method, is an application of metallic iron wastewater treatment technology. Using the iron-carbon method as a pretreatment technology is uniquely effective in treating toxic and hazardous wastewater with high COD concentrations. The treatment mechanism of the iron-carbon method is not yet fully understood, but a generally accepted explanation is that under acidic conditions, countless microcurrent reaction pools are formed between the iron and carbon, where organic matter is reduced and oxidized by the microcurrent. The iron-carbon effluent is then neutralized with lime or lime milk, resulting in the formation of Fe(OH)2 colloidal flocs that have a strong flocculating and adsorbing capacity for organic matter. Therefore, the iron-carbon method combines the reducing properties of iron, the electrochemical properties of iron-carbon, and the flocculating and adsorbing effects of iron ions. It is the combined effects of these three properties that enable the iron-carbon method to achieve excellent treatment results. The disadvantages of the iron-carbon method are: (1) Iron filings tend to form lumps after being immersed in an acidic medium for a long time, causing blockages and channeling, making operation difficult and reducing treatment efficiency;
(2) Iron dissolves a large amount of iron under acidic conditions, and a large amount of sludge is produced after neutralization with alkali.
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Why is lime powder still needed to neutralize the iron-carbon effluent?
After the wastewater is adjusted to a pH of 2 with sulfuric acid and treated with iron-carbon, the sulfuric acid becomes ferrous sulfate, and the pH value of the wastewater increases from 2 to 5-6. So why is lime powder still needed to neutralize the iron-carbon effluent? Or can less lime powder be added during the neutralization process? The effluent from the iron-carbon treatment plant contains a large amount of ferrous sulfate. If not removed, it will affect the growth and reproduction of microorganisms in the subsequent biochemical tank. Therefore, lime must be used to raise the pH of the wastewater from 5-6 to above 9. This converts the water-soluble ferrous sulfate into insoluble ferrous hydroxide and calcium sulfate. These are then precipitated through coagulation and sedimentation to ensure that the wastewater entering the biochemical tank is ferrous sulfate-free.
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How to estimate the amount of chemical sludge produced?
Sludge produced by chemical reactions (such as neutralization) and physicochemical treatments (such as chemical coagulation) is conventionally referred to as chemical sludge. The sludge formed after neutralization and coagulation of the charcoal effluent is primarily composed of ferrous hydroxide and calcium sulfate. The amount of sludge produced can be calculated based on the amount of sulfuric acid and lime powder added. In engineering, empirical estimates can also be used. Generally speaking, if the pH of the charcoal influent is around 2, the amount of chemical sludge produced per ton of wastewater (80% water content) after neutralization and coagulation is approximately 50 kg.
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What is biochemical treatment of wastewater?
Biochemical treatment of wastewater is one of the most important processes in a wastewater treatment system, often referred to as biochemical treatment. Biochemical treatment utilizes the biological activities of microorganisms to effectively remove soluble organic matter and some insoluble organic matter from wastewater, thereby purifying the water. In fact, we're all familiar with biochemical treatment. Natural water bodies maintain a food chain: large fish eat small fish, small fish eat shrimp, shrimp eat small insects, small insects eat microorganisms, and microorganisms eat wastewater. Without this food chain, nature would be in chaos. Natural rivers are home to vast numbers of microorganisms that feed on organic matter. Day and night, they oxidize or reduce organic matter (such as industrial wastewater, pesticides, fertilizers, and feces) discharged into the rivers, ultimately converting it into inorganic matter. Without microorganisms, the rivers around us would become stinking in a matter of months, or even a year or two. The microorganisms are simply too tiny and dispersed to be visible to the naked eye. Biochemical wastewater treatment projects intensify this process under artificial conditions. Countless microorganisms are concentrated in a single pool, creating an environment ideal for their reproduction and growth (e.g., temperature, pH, oxygen, and nutrients like nitrogen and phosphorus). This allows the microorganisms to proliferate rapidly, increasing their speed and efficiency in breaking down organic matter. Wastewater is then pumped into the pool, where the organic matter in the wastewater is oxidized and degraded by the microbial life process, resulting in the purification and treatment of the wastewater. Compared with other treatment methods, the biochemical method has the advantages of low energy consumption, no need for chemical addition, good treatment effect and low treatment cost.
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How do microorganisms decompose and remove organic pollutants from wastewater?
Wastewater contains organic matter such as carbohydrates, fats, and proteins. These inanimate organic matter serves as food for microorganisms. Some of this matter is degraded and synthesized into cellular substances (combined metabolites), while other parts are degraded and oxidized into water, carbon dioxide, and other substances (decomposition metabolites). In this process, the organic pollutants in the wastewater are degraded and removed by microorganisms.
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What factors are related to microorganisms?
In addition to nutrients, microorganisms also require suitable environmental factors such as temperature, pH, dissolved oxygen, and osmotic pressure to survive. Abnormal environmental conditions can affect microbial life activities and even cause mutation or death.
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What is the optimal temperature range for microbial growth and reproduction?
In wastewater biological treatment, the optimal temperature range for microorganisms is generally 16-30°C, with a maximum temperature of 37-43°C. Microorganisms will no longer grow when the temperature drops below 10°C. Within the suitable temperature range, every 10°C increase in temperature increases microbial metabolic rate and COD removal rate by approximately 10%. Conversely, every 10°C decrease in temperature decreases COD removal rate by 10%. Therefore, in winter, COD biochemical removal rate is significantly lower than in other seasons.
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What is the optimal pH range for microorganisms?
Microbial life activities and metabolism are closely related to pH. Most microorganisms adapt to a pH range of 4.5-9, with an optimal pH range of 6.5-7.5. When the pH falls below 6.5, fungi begin to compete with bacteria. At a pH of 4.5, fungi completely dominate the biochemical tank, severely impacting sludge settling. When the pH exceeds 9, microbial metabolic rate is hindered.
Different microorganisms have different requirements for pH ranges. In aerobic biological treatment, the pH can vary between 6.5-8.5; in anaerobic biological treatment, microorganisms have stricter pH requirements, and the pH should be between 6.7-7.4.
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What is dissolved oxygen? How does dissolved oxygen relate to microorganisms?
Oxygen dissolved in water is called dissolved oxygen. Organisms and aerobic microorganisms in water rely on dissolved oxygen for survival. Different microorganisms have different requirements for dissolved oxygen. Aerobic microorganisms require an adequate supply of dissolved oxygen. Generally, the dissolved oxygen level should be maintained at 3 mg/L, with a minimum of no less than 2 mg/L. Facultative anaerobic microorganisms require a dissolved oxygen range of 0.2-2.0 mg/L, while anaerobic microorganisms require a dissolved oxygen range below 0.2 mg/L.
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Why does high-concentration saline wastewater have a particularly significant impact on microorganisms?
Let's first describe an osmotic pressure experiment: A semipermeable membrane separates two salt solutions of different concentrations. Water molecules from the low-concentration salt solution will pass through the membrane into the high-concentration salt solution. Similarly, water molecules from the high-concentration salt solution will also pass through the membrane into the low-concentration salt solution, but in smaller quantities. Therefore, the liquid level on the side with the high-concentration salt solution will rise. When the height difference between the two liquid levels creates enough pressure to prevent further water flow, osmosis ceases. This pressure generated by the height difference is the osmotic pressure. Generally speaking, the higher the salt concentration, the greater the osmotic pressure.
The behavior of microorganisms in salt solutions is similar to the osmotic pressure experiment. Microorganisms are composed of cells, and their cell walls act as semipermeable membranes. At chloride ion concentrations of 2000 mg/L or less, the cell wall can withstand an osmotic pressure of 0.5-1.0 atmospheres. Even with the added strength and elasticity of the cell wall and cytoplasmic membrane, the osmotic pressure the cell wall can withstand will not exceed 5-6 atmospheres. However, when the chloride ion concentration in an aqueous solution exceeds 5000 mg/L, the osmotic pressure increases to approximately 10-30 atmospheres. Under such high osmotic pressure, a large amount of water molecules within the microorganisms will permeate into the external solution, causing cell dehydration and plasmolysis, and in severe cases, microbial death. This principle is utilized in everyday life, such as using salt (sodium chloride) to pickle vegetables and fish, sterilize, and preserve food. Engineering experience data shows that when the chloride ion concentration in wastewater exceeds 2000 mg/L, microbial activity is inhibited, and COD removal rates significantly decrease. When the chloride ion concentration in wastewater exceeds 8000 mg/L, sludge volume expands, large amounts of foam appear on the surface, and microorganisms die.
However, after long-term acclimation, microorganisms gradually adapt to growing and reproducing in high-concentration saltwater. Microorganisms have already been acclimated to chloride ion or sulfate concentrations exceeding 10,000 mg/L. However, the principle of osmotic pressure tells us that microorganisms that have adapted to growing and reproducing in high-concentration saltwater have a high salt concentration in their cell sap. Once the salt concentration in wastewater is low or very low, large quantities of water molecules from the wastewater will penetrate the microorganisms, causing their cells to swell and, in severe cases, rupture and die. Therefore, microorganisms that have undergone long-term acclimation and have gradually adapted to growing and reproducing in high-concentration saltwater require that the salt concentration in their biochemical influent be maintained at a consistently high level. Fluctuations in this range are not recommended, as this will lead to mass microbial mortality.
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What is aerobic biochemical treatment? What is facultative anaerobic biochemical treatment? What is the difference between the two?
Biochemical treatment can be divided into two categories: aerobic and anoxic, depending on the oxygen requirements for microbial growth. Anoxic biochemical treatment can be further divided into facultative anaerobic and anoxic. During aerobic biochemical treatment, aerobic microorganisms must thrive in the presence of large amounts of oxygen to reduce the organic matter in the wastewater. In contrast, during facultative biochemical treatment, facultative microorganisms require only a small amount of oxygen to thrive and degrade the organic matter in the wastewater. Excessive oxygen in the water impairs the growth of facultative microorganisms, affecting their efficiency in treating organic matter.
Facultative microorganisms can adapt to wastewater with high COD concentrations, with influent COD concentrations reaching over 2000 mg/L and COD removal rates generally ranging from 50-80%. Aerobic microorganisms, on the other hand, can only adapt to wastewater with lower COD concentrations, generally controlled below 1000-1500 mg/L, with COD removal rates generally ranging from 50-80%. Both facultative and aerobic biochemical treatments require relatively short treatment times, typically 12-24 hours. Taking advantage of both the differences and similarities between facultative and aerobic biochemical processes, researchers have combined facultative and aerobic biochemical treatments. Wastewater with higher COD concentrations undergoes facultative biochemical treatment first, and the effluent from the facultative biochemical tank serves as the influent for the aerobic tank. This combined treatment reduces the volume of the biochemical tank, saving both environmental investment and operating costs.
The principles and functions of anaerobic and facultative biochemical treatments are identical. The difference between anaerobic and facultative biochemical treatments is that anaerobic microorganisms do not require any oxygen for their growth and degradation of organic matter, and they can adapt to wastewater with higher COD concentrations (4,000-10,000 mg/L). A disadvantage of anaerobic biochemical treatment is its lengthy treatment process, with wastewater typically requiring more than 40 hours of residence time in the anaerobic biochemical tank.
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What are the applications of biological treatment in wastewater treatment?
The most widely used and practical biological treatment technologies in wastewater treatment fall into two categories: activated sludge and biofilm.
The activated sludge process utilizes the biochemical metabolism of suspended biota to perform aerobic wastewater treatment. During their growth and reproduction, microorganisms form large flocs, which can flocculate and adsorb large quantities of suspended, colloidal, or dissolved pollutants in the wastewater. These pollutants are then absorbed into the cell body and, with the presence of oxygen, are completely oxidized to release energy, CO₂, and H₂O. The sludge concentration in the activated sludge process is typically 4 g/L.
In the biofilm process, microorganisms attach to the surface of the filler, forming a colloidally connected biofilm. This biofilm typically exhibits a fluffy, flocculent structure with numerous micropores and a large surface area, resulting in a strong adsorption capacity and facilitating the further decomposition and utilization of adsorbed organic matter by the microorganisms. During the treatment process, the flow of water and the agitation of air keep the biofilm surface in constant contact with the water. Organic pollutants and dissolved oxygen in the wastewater are absorbed by the biofilm, and the microorganisms in the biofilm continuously break down these organic substances. While oxidizing and decomposing organic matter, the biofilm itself undergoes a continuous metabolism. Aged biofilm sludge is shed and carried away from the biological treatment facility by the treated water, where it is separated from the water in the sedimentation tank. The sludge concentration of the biofilm process is generally 6-8 g/L.
To increase the sludge concentration and, therefore, treatment efficiency, the activated sludge process can be combined with the biofilm process. Fillers can be added to the activated sludge tank. This bioreactor, which contains both biofilm-forming and suspended microorganisms, is called a hybrid bioreactor. It achieves a very high sludge concentration, generally around 14 g/L.
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What are the similarities and differences between the biofilm process and the activated sludge process?
The biofilm process and the activated sludge process are different biochemical treatment reactor formats. The main difference in appearance is that the microorganisms in the biofilm process do not require a carrier, and the biosludge is suspended, while the microorganisms in the activated sludge process are fixed to the carrier. However, the mechanisms for treating wastewater and purifying water are the same. Furthermore, the biosludge produced by both processes is aerobic activated sludge, and the sludge composition is somewhat similar. Furthermore, because the microorganisms in the biofilm process are fixed to the carrier, they can form a more stable ecosystem. Their energy consumption and energy consumption are not as high as those in the activated sludge process, resulting in less excess sludge in the biofilm process than in the activated sludge process. Shanghai Xinyi Bailuda Pharmaceutical Co., Ltd. uses the biofilm process in its contact oxidation tanks, while its SBR biochemical tanks use the activated sludge process.
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What is activated sludge?
From a microbiological perspective, the sludge in a biochemical tank is a community of various biologically active microorganisms. If you examine sludge particles under a microscope, you can see a variety of microorganisms within them—bacteria, fungi, protozoa, and metazoans (such as rotifers, insect larvae, and worms). These form a food chain. Bacteria and fungi can break down complex organic compounds, obtaining the energy necessary for their activities and building themselves. Protozoa feed on bacteria and fungi, which in turn are consumed by metazoans. Metazoans can also directly rely on bacteria for survival. This flocculent sludge, filled with microorganisms and capable of degrading organic matter, is called activated sludge.
In addition to being composed of microorganisms, activated sludge also contains some inorganic substances and organic matter adsorbed to the activated sludge that cannot be biodegraded (i.e., residual microbial metabolism). The moisture content of activated sludge is generally 98-99%. Like flocs, activated sludge has a large surface area, resulting in strong adsorption and oxidative decomposition capabilities for organic matter.
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36.How should activated sludge be evaluated in the activated sludge process and the biofilm process?
The evaluation and assessment of activated sludge growth differ between the activated sludge process and the biofilm process.
In the biofilm process, activated sludge growth is primarily assessed by direct microscopic observation of the biomass. In the activated sludge process, in addition to direct microscopic observation of the biomass, other commonly used indicators for evaluating activated sludge growth include mixed liquor suspended solids (MLSS), mixed liquor volatile suspended solids (MLVSS), sludge settling ratio (SV), and sludge settling index (SVI).
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When observing the biophase under a microscope, which type of microorganism directly indicates a successful biochemical treatment?
The presence of micro-metazoans (such as rotifers and nematodes) indicates healthy microbial community growth and a relatively stable activated sludge ecosystem. Biochemical treatment is most effective at this time, similar to the situation where small fish and shrimp thrive in a river where large fish are frequently caught.
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What is mixed liquor suspended solids (MLSS)?
Mixed liquor suspended solids (MLSS), also known as sludge concentration, refers to the weight of dry sludge per unit volume of the biochemical tank mixed liquor. MLSS is measured in milligrams per liter and is used to characterize activated sludge concentration. It includes both organic and inorganic matter. Generally, the MLSS value in an SBR biochemical tank should be controlled between 2000 and 4000 mg/L.
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What is mixed liquor volatile suspended solids (MLVSS)?
Mixed Liquor Volatile Suspended Solids (MLVSS) refers to the weight of volatile matter in dry sludge per unit volume of biochemical tank mixed liquor, also measured in milligrams per liter. Since it excludes inorganic matter in activated sludge, it more accurately represents the number of microorganisms in activated sludge.
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What is the Sludge Settling Ratio (SV)?
The sludge settling ratio (SV) refers to the volume ratio (%) of settled sludge to mixed liquor in the aeration tank after 30 minutes of settling in a 100-ml graduated cylinder. It is sometimes expressed as SV30. Generally, the SV in biochemical tanks ranges from 20% to 40%. The sludge settling ratio is relatively simple to measure and is one of the key indicators for evaluating activated sludge. It is often used to control excess sludge discharge and promptly address abnormalities such as sludge bulking. Obviously, SV is also related to sludge concentration.
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What is the Sludge Viability Index (SVI)?
The Sludge Volume Index (SVI) stands for Sludge Volume Index. It measures the volume in milliliters occupied by 1 gram of dry sludge in its wet state. The calculation formula is as follows:
SVI = SV * 10 / MLSS
The SVI eliminates the influence of sludge concentration and better reflects the cohesion and settling properties of activated sludge. It is generally believed that:
When 60 < SVI < 100, the sludge settling performance is good; when 100 < SVI < 200, the sludge settling performance is average; when 200 < SVI < 300, the sludge is showing signs of bulking; and when SVI > 300, the sludge is already bulking.
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What does dissolved oxygen (DO) mean?
Dissolved oxygen (DO) indicates the amount of dissolved oxygen in water, expressed in mg/L. Different biochemical treatment methods have different requirements for dissolved oxygen. In facultative aerobic biochemical processes, dissolved oxygen levels in water are generally between 0.2-2.0 mg/L, while in SBR aerobic biochemical processes, dissolved oxygen levels are generally between 2.0-8.0 mg/L. Therefore, when operating a facultative aerobic tank, the aeration volume and aeration time should be low. In contrast, when operating an SBR aerobic tank, the aeration volume and aeration time are much higher and longer. Since we use contact oxidation, the dissolved oxygen level is controlled at 2.0-4.0 mg/L.
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What factors affect the dissolved oxygen content in wastewater?
The concentration of dissolved oxygen in water can be expressed using Henry's law: When equilibrium is reached: C = KH2*P.
Where: C is the solubility of oxygen in water at equilibrium; P is the partial pressure of oxygen in the gas phase; KH2 is the Henry coefficient, which is temperature-dependent. Increasing aeration strives to bring oxygen dissolution closer to equilibrium, while activated sludge also consumes oxygen in the water. Therefore, the actual amount of dissolved oxygen in wastewater is related to factors such as water temperature, effective water depth (which affects pressure), aeration volume, sludge concentration, and salinity.
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Who provides the oxygen required by microorganisms in biochemical processes?
The oxygen required by microorganisms in biochemical processes is primarily provided by Roots blowers.
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Why is it necessary to regularly replenish nutrients in wastewater during biochemical processes?
The biochemical process primarily utilizes microbial metabolism, and microbial life processes such as cell synthesis require sufficient quantities and varieties of nutrients (including trace elements). For chemical wastewater, due to the single product produced, the wastewater quality is also relatively monotonous, lacking essential nutrients for microorganisms. For example, the production wastewater of *** Company contains only carbon and nitrogen but no phosphorus. This wastewater cannot meet the metabolic needs of microorganisms. Therefore, phosphorus must be added to the wastewater to improve the microbial metabolism and promote the synthesis of microbial cells. This is just like how people need to consume adequate amounts of vitamins while eating rice and flour.
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What is the ratio of the various nutrients required by microorganisms in wastewater?
Like animals and plants, microorganisms also require essential nutrients to grow and reproduce. The nutrients they need are primarily carbon (C), nitrogen (N), and phosphorus (P). The composition ratio of these major nutrients in wastewater has certain requirements. For aerobic biochemical treatment, the ratio of C:N:P is generally 100:5:1 (by weight).
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Why is excess sludge produced?
During the biochemical treatment process, microorganisms in activated sludge continuously consume organic matter in the wastewater. Some of this consumed organic matter is oxidized to provide energy for microbial life activities, while other organic matter is used by the microorganisms to synthesize new cytoplasm, enabling the microorganisms to reproduce. As microorganisms metabolize, some older microorganisms die, resulting in excess sludge.
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How to estimate the amount of excess sludge produced?
During microbial metabolism, some organic matter (BOD) is used by microorganisms to synthesize new cytoplasm to replace dead microorganisms. Therefore, the amount of excess sludge produced is related to the amount of BOD decomposed, and the two are correlated.
During project design, it is generally assumed that for every kilogram of BOD5 treated, 0.6-0.8 kilograms of excess sludge (100%) is produced. Converted to 3-4 kilograms of dry sludge with an 80% moisture content, this translates to 3-4 kilograms.
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What is the biochar method (PACT method)?
For some pharmaceutical wastewaters that are difficult to biodegrade, it is difficult to achieve a COD level below the national primary discharge standard (100 mg/L) in the biochemical treatment effluent. Therefore, it is essential to use granular activated carbon adsorption technology to ensure that the effluent meets the standard. However, granular activated carbon adsorption treatment has a fatal weakness: high treatment costs. The fundamental reason is that the dynamic adsorption capacity of granular activated carbon for COD treatment is only around 10% (weight percentage). This means that one ton of activated carbon can only adsorb and treat approximately 100 kg of COD in wastewater. Due to the difficulty in regenerating granular activated carbon and the high treatment cost, the application and promotion of granular activated carbon treatment technology is not yet widespread in China. So, is it possible to develop a new technology that can significantly increase the dynamic adsorption capacity of activated carbon and effectively reduce wastewater treatment costs? Powdered activated carbon is added to the biochemical influent (or in the aeration tank) and mixed with the returned carbonaceous sludge in the aeration tank. The excess sludge discharged from the sludge thickening tank is then fed into the sludge dewatering unit. In the aeration tank, the activated sludge adheres to the surface of the powdered activated carbon. The large specific surface area and strong adsorption capacity of the powdered activated carbon enhance the sludge's adsorption capacity. In particular, the concentrations of dissolved oxygen and degradation substrates at the interface between the activated sludge and the powdered activated carbon are significantly increased, thereby improving the COD degradation and removal rate. Generally speaking, within a PACT system, the dynamic adsorption capacity of activated carbon for COD removal ranges from 100% to 350% (by weight). This means that one kilogram of powdered activated carbon can remove 1.0 to 3.5 kilograms of COD. Furthermore, the PACT method can treat toxic and hazardous organic pollutants that are difficult to biodegrade.
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