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SEWAGE LEACHATE

Date public: 23-12-2024||View: 1616

Categories: Wastewater treatment


For consultation, design, and installation of leachate, industrial, medical, and domestic wastewater treatment systems, please contact Dai Nam Environment today to receive tailored and effective solutions.

Product Details

Leachate wastewater treatment has become a pressing issue as environmental pollution continues to worsen. Leachate, formed during the natural decomposition of untreated waste, contains a wide range of pollutants and pathogenic microorganisms, posing serious threats to both the environment and human health. Therefore, researching and implementing effective treatment technologies not only helps reduce harmful impacts but also contributes to a more sustainable living environment.

1. What is Leachate Wastewater?

Leachate wastewater is a byproduct generated during the decomposition of organic materials and impurities in solid waste. If not properly treated, this liquid can escape into the environment, causing foul odors, contaminating water sources, and affecting public health. The characteristics of leachate vary depending on several factors such as waste composition, climate, natural conditions, landfill location, and duration.

2. Sources of Leachate Wastewater

Leachate originates from several processes:
- Waste decomposition: Generated in landfill sites, especially under humidity levels of 60–70%.
- Rainwater infiltration: The major contributor, directly influenced by climate and seasonal rainfall.
- Surface and groundwater intrusion: Found in landfills built near water sources without proper sealing.
- Moisture in cover materials: Depending on the type of material used (soil, construction waste, or HDPE liners), a small amount of leachate may be generated during initial coverage.

3. Standard Leachate Treatment Process by Dai Nam Environment

To help enterprises understand the leachate treatment process, Dai Nam Environment provides a detailed outline of each stage below.

Summary of Leachate Wastewater Treatment Process Steps

3.1 Collection Pit

Leachate is collected and flows into a pit, passing through a coarse screen to remove large debris and prevent clogging of downstream components.

3.2 Equalization Tank

The Equalization Tank is designed with a sufficiently large retention time to regulate the flow and concentration of pollutants present in the leachate.
Key advantages include:

- Storing wastewater generated during peak hours and evenly distributing it to subsequent treatment units.
- Controlling high-concentration wastewater flows to ensure stable system performance.
- Preventing overloading of downstream treatment processes.
- Acting as a temporary storage tank when the system is shut down for maintenance or repairs.
- Partially breaking down solid matter before entering the biological treatment stage.

3.3 Primary Physicochemical Sedimentation Tank

This tank removes suspended solids (TSS) through coagulation and sedimentation, with sludge directed to the sludge holding tank.

3.4 Intermediate Tanks 1 & 2

Divided into mixing and pumping chambers, these tanks adjust pH and ensure uniform chemical distribution before anaerobic treatment.

3.5 UASB Reactor

In the UASB Tank, wastewater is distributed from bottom to top through an anaerobic sludge layer, where anaerobic decomposition takes place. Organic substances undergo degradation in the following stages:
- Stage 1: Hydrolysis, breaking down high-molecular compounds.
- Stage 2: Acidogenesis.
- Stage 3: Acetogenesis.
- Stage 4: Methanogenesis.

3.6 Anoxic Tank

In the Anoxic Tank, the nitrogen removal process takes place, releasing nitrogen gas into the environment. Nitrate- and nitrite-rich wastewater is added to the tank through a water circulation system from the biological tank behind, and activated sludge is also recycled from the biological settling tank to ensure sufficient sludge during wastewater treatment.
The nitrogen removal equation from CODbs (Biodegradable dissolved chemical oxygen demand) is as follows:
C10H19O3N + 10 NO3 → 5N2 + 10 CO2 + 3 H2O + NH3 + 10 OH-
A submerged mixer is installed in the tank to help mix wastewater with the microbial sludge layer, improving the treatment process. Wastewater from the anoxic tank flows into the aerobic tank through the openings.

3.7 Aerobic Tank

In the Aerobic Tank, two main processes occur as follows:
Nitrification Process:
The nitrification process from nitrogen and ammonia is divided into two steps and involves two types of microorganisms: Nitrosomonas and Nitrobacteria. In the first step, ammonia is converted into nitrite, and in the second step, nitrite is converted into nitrate:
NH4+ + 1.5 O2 → NO2- + 2H+ + H2O
NO2- + 0.5 O2 → NO3-
Nitrosomonas and Nitrobacteria use the energy obtained from these reactions to sustain themselves and synthesize biomass. This process can be summarized with the following equation:
NH4+ + 2 O2 → NO3- + 2H+ + H2O (*)
Organic Matter Oxidation and Degradation Process:
Organic Matter (BOD) + O2 → CO2 + H2O + Energy
New Cell Synthesis:
Organic Matter (BOD) + O2 + NH3 → Microbial Cells + CO2 + H2O + Energy
Endogenous Degradation:
C5H7O2N + O2 → CO2 + H2O + NH3 + Energy
The entire oxidation and synthesis reaction is represented by the following equation:
NH4+ + 1.83 O2 + 1.98 HCO3- → 0.021 C5H7O2N + 0.98 NO3- + 1.041 H2O + 1.326 H2CO3
Furthermore, to prevent the loss of biomass in the aerobic tank, the process of sludge addition is performed by recycling the sludge from the biological settling tank to the Anoxic Tank. After the aerobic tank, the wastewater naturally flows into the biological settling tank.

3.8 Secondary Sedimentation Tank

The Settling Tank is designed to separate microbial sludge particles from the treated water through gravity sedimentation. The biological settling tank is divided into three sections: the clear water section, the settling section, and the sludge storage section.
Water enters the central pipe and is evenly distributed throughout the tank. Under the influence of gravity and flow direction baffles, the microbial sludge particles settle to the bottom, while the clear water moves upward. The clear water is collected through a weir system and flows into the Fenton tanks 1, 2, and 3 for further treatment.

3.9 Fenton Tanks (1, 2, 3)

Fenton is an advanced oxidation process used in wastewater treatment. The Fenton process is applied to oxidize hard-to-degrade organic substances. It helps effectively eliminate pollutants, maintaining the effluent quality at a stable level that consistently meets required standards. Additionally, placing the Fenton process after the biological treatment stage helps reduce chemical usage. Due to the strong oxidative power of *OH compared to traditional disinfectants, it also has the ability to completely eliminate common bacteria.

3.10 Coagulation & Flocculation Tanks (2)

Coagulation Tank 2: This tank plays a key role in supporting the coagulation of suspended solids through the interaction and reaction between the coagulant PAC and the wastewater. It is equipped with a mixing device to enhance the coagulation reaction efficiency. The mixing speed of the motor is set at 50-100 RPM to ensure good contact between the chemicals and water, facilitating the coagulation of suspended solids generated after the Fenton tanks 1, 2, and 3.
Flocculation Tank 2: This tank is responsible for forming large flocs from small colloidal particles through the addition of a flocculant polymer that mixes with the wastewater, ensuring efficient operation of the subsequent physicochemical sedimentation tank 2. The mixing motor speed in this tank is between 30-50 RPM to ensure good contact between the chemicals and the water without breaking the formed flocs. The wastewater then continues to flow naturally into the physicochemical sedimentation tank 2.

3.11 Secondary Physicochemical Sedimentation Tank

Physicochemical Sedimentation Tank 2: This tank is responsible for settling and separating sludge from wastewater, reducing TSS (Total Suspended Solids). The daily amount of sludge generated will be pumped to the sludge storage tank. The clear water flowing out from the physicochemical sedimentation tank 2 will then proceed to the disinfection tank.

3.12 Disinfection Tank

The disinfection tank is responsible for containing the water and disinfecting it to eliminate harmful microorganisms. The chemicals used for disinfection are chlorine-based compounds. After treatment, the wastewater meets the QCVN 40: 2011/BTNMT Column A standards (Kf = 1.1; Kq = 0.9) and is discharged into the receiving water source.

3.13 Sludge Holding Tank

Excess sludge from the biological settling tank, UASB tank, and physicochemical settling tanks 1 and 2 is pumped to the sludge storage tank. Here, the sludge degradation process occurs.
Results of the sludge degradation process:

- Increased solid concentration in the sludge;
- Reduced organic content in the sludge, helping to stabilize it;
- Reduced sludge volume before treatment.
- Periodically, the sludge in the storage tank will be pumped to the sludge dewatering machine for treatment.

For consultation, design, and sewage leachate, industrial, medical, and domestic wastewater treatment systems, please quickly contact Dai Nam Environmental at: 0909 378 796 for suitable options. With successful projects we have carried out and costs optimized, we are sure you will be satisfied.

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