Artificial Wetlands and Textile Industry Wastewater Treatment

Abstract

The invention was developed for the treatment of wastewater in water-intensive sectors such as the textile industry, and offers a solution for minimizing water consumption in these industrial processes.

Description

1 TARIFF Artificial Wetlands and Textile Industry Wastewater Treatment TECHNICAL AREA 5 The invention is designed for the treatment of wastewater in water-consuming industries such as the textile industry. It has been developed to minimize water consumption in these industrial processes. It offers a solution. PREVIOUS TECHNIQUE In the current state of the art, there are 10 industries that heavily pollute water, such as the textile industry. Physical, chemical, and biological methods are generally used to treat wastewater from various sectors. It is based on traditional water treatment systems, which consist of a combination of methods. Methods include chemical flocculation and coagulation, activated carbon filtration, and sand. Water purification systems include filtration and reverse osmosis. However, these systems... Most are 15 in terms of high costs, energy consumption, maintenance difficulties and environmental impact. It has some limitations. For example, chemical treatment methods clean water while... This can lead to the addition of chemicals harmful to the environment, which in turn can cause the treated water to be reused. This can create additional problems when releasing the product into nature. Furthermore, these traditional methods are highly problematic. It can produce a significant amount of waste, and a solution that generally takes ecological balance into account is needed. It does not offer. 20 In biological treatment methods, microorganisms and plants are used to remove pollutants. Although efforts are made to eliminate the problem, these processes generally take a long time and the water... The quality may not be high enough. In addition, the efficiency of biological systems... It generally depends on environmental factors, temperature variations, and organic matter load. This varies, which can affect the stability of the purification process. Furthermore, such systems 25 They generally require large areas, and these areas are limited in industrial water treatment plants. it could be. These challenges, encountered in the current state of the art, affect the efficiency of the water treatment process and while reducing its sustainability, it continues to create negative impacts on the environment. Therefore, a more environmentally friendly, low-cost and sustainable alternative is needed. The need for its development has emerged. 2 Therefore, in the current state of the art, regarding wastewater treatment and evaluation... Effective and sustainable solutions have not been offered. By conducting R&D work on these studies, wastewater treatment in the textile sector will be investigated. The treatment method needs to be improved. In conclusion, all the problems mentioned above necessitate innovation in the relevant field. It has brought it to this state. THE PURPOSE OF THE INVENTION The present invention aims to eliminate the problems mentioned above and to provide technical solutions in the relevant field. It aims to create an innovation. The main purpose of the invention is to create an artificial solution for the treatment of industrial wastewater in the textile industry. It is the development of the wetland system. The purpose of the invention is to reduce the wastewater from water-polluting industries, such as the textile industry, that harms the environment. The goal is to purify effectively without wasting energy and with minimum energy consumption. 15 The invention aims to eliminate the use of chemicals in traditional water purification methods. The goal is to develop an environmentally friendly and sustainable water purification technology by minimizing waste. Another purpose of the invention is to develop equipment and materials used in water treatment processes. by reducing costs, industrial water treatment plants can be operated more economically. The goal is to make it work. 20 Another aim of the invention is to treat wastewater with high efficiency, effectively removing pollutants. The goal is to develop a system to filter. Another aim of the invention is to make the maintenance of the water treatment system easier in the long term. It offers low maintenance costs and high performance. Another aim of the invention is to be more environmentally friendly by ensuring low energy consumption in the purification process. Our goal is to offer an environmentally friendly and economical purification process. Another aim of the invention is to be able to adapt to various industrial water treatment needs, The goal is to develop a flexible and modular water treatment technology. 3 BRIEF DESCRIPTION OF THE FIGURES Figure 1 shows the interior of the artificial wetland system pool located within the artificial wetland system. The structure and a cross-section of the different filler layers are shown in the side view. 5 The drawings are not intended to limit the scope of protection defined in the claims. and to interpret the scope defined in those claims, the present invention referring to these in isolation without resorting to the technical explanation in the statement. should not be included. The drawings in question clarify and define the invention. It aims to... 10 EXPLANATION OF REFERENCE NUMBERS IN THE FIGURES Y. Artificial wetland system H. Artificial wetland system pool 1. Gravel sub-fill 2. Gravel medium fill 15 3. Gravel overfill 4. Peat and soil mixture T. Evacuation point DETAILED DESCRIPTION OF THE INVENTION In this detailed explanation, the subject of the invention is "Artificial Wetlands and Textile Industry Waste 20 "Water Treatment" is simply for better understanding of the subject, without any limiting factors. This is explained with examples that will not create a problem. The invention relates to artificial wetland systems (Y) used in the textile industry and industrial textiles. It is a method for wastewater treatment. The method involves the use of filling materials and artificial wetlands. 25 to ensure that field plants are placed inside the artificial wetland system pool (H) and has been developed to perform water purification. In its simplest form, the method is as follows: A. Gravel stones as filler material at a rate of 10% by weight to aerate the soil. to absorb, keep plant roots cool and prevent clogging as wastewater settles to the bottom. 4 In order to prevent this from happening, it should be selected according to the following dimensions and to be laid at the bottom of the artificial wetland system pool (H),  As gravel sub-fill (1); 2 cm gravel at intervals of 4-5 cm, 5  Gravel as middle fill (2); 2 cm gravel in the range of 1-3 cm,  As gravel topfill (3); 3 cm gravel in the range of 0-1 cm. B. Mixing 25% soil and 25% peat by weight. In the CA method step, fill is placed on top of the gravel spread at the bottom of the pool. As a material, the peat and soil mixture prepared in step B of the method (4) 10 It should be laid to a height of 10-12 cm. 20% by weight of peat and soil mixture (4) spread on top of DC Method step planting artificial wetland plants at a certain rate, E. Adding wastewater to bring the percentage by weight to 100% and wastewater To ensure that the treatment takes place, the wastewater must be treated for a minimum of 8 hours and 15 minutes. expected to collapse, In the FE Method step, the treated water is sub-sub ... evacuation from the evacuation point (T) located in part The method includes the steps. The invention is an artificial wetland used for the treatment of wastewater from the textile industry. It is about a method based on systems (Y). This system uses pebbles of different sizes, environmentally friendly materials such as peat and soil are used, along with hardy wetland plants. It is an environmentally friendly treatment solution. Wastewater is naturally settled in the pool. and is based on the principle of purification through the root systems of plants. Artificial wetland The operation of the system (Y) is that the wastewater is discharged into the artificial wetland system pool (H) for a specific period of 25 It is based on the principle of holding the water and then discharging the treated water. Figure 1 shows the artificial wetland system pool (Y) located in the artificial wetland system. (H) A cross-section is given showing the internal structure and the side view of the different filling layers. The developed method operates with high efficiency, cleaning and reusing the water. The aim is to make it available for use. 30 Industrial wastewater typically originates from production processes in industrial facilities. These are bodies of water that contain pollutants resulting from production processes. Therefore, they often contain organic and inorganic chemicals, heavy metals, paint residues, and various other substances. It contains dissolved solids. Wastewater, especially from dyeing plants, dyeing and washing processes. It has a high pollution load resulting from processes such as these. It contains disperse dyes, Reactive dyes, textile washing soaps, and auxiliary chemicals may be found. 5 Industrial wastewater has a high environmental impact and is released into the environment through treatment processes. It needs to be processed beforehand. The method steps involved in the invention are industrial waste. Assuming that purified water is obtained as a result of water purification, the following It is explained. In the preferred configuration of the invention, in step A, Method, 10% by weight. Using gravel as a filling material allows the soil to aerate and keeps plant roots cool. to ensure that it remains and prevents clogging as wastewater settles to the bottom Selected according to the following dimensions and placed at the bottom of the artificial wetland system pool (H) The spreading process is being carried out.  As gravel sub-fill (1); 2 cm gravel at intervals of 4-5 cm, 15  Gravel as middle fill (2); 2 cm gravel in the range of 1-3 cm,  As gravel topfill (3); 3 cm gravel in the range of 0-1 cm. The first method step is to fill the bottom of the artificial wetland system pool (H) with gravel. It involves placing gravel stones to increase soil aeration and support plants. 20 to keep the roots cool and prevent clogging while allowing wastewater to settle to the bottom. They are selected in different sizes. Three different sized layers of pebbles are used: in the bottom layer The first layer consists of pebbles ranging in size from 4-5 cm, with the middle layer containing pebbles ranging in size from 1-3 cm. and on top, pebbles ranging in size from 0-1 cm. This layering ensures homogeneity of the water. It improves distribution and treatment efficiency. In the preferred configuration of the invention, step B, Method, 25% by weight. The process involves mixing soil with peat at a ratio of 25% by weight. The soil and peat used as filling material are in equal proportions by weight (25%+25%). It is mixed. Peat is rich in organic matter and is suitable for plant roots. It facilitates adhesion while also providing nutrients to the soil. Furthermore, it depends on the type of peat. Accordingly, the growing conditions of the plants are improved. Preparing the mixture homogeneously, 30 This is critical for the healthy growth of plants and the effectiveness of the treatment process. In the alternative design of the invention, peat is referred to in step B of the methodology; 6  Sphagnum peat,  Brown peat,  Black peat 5  Cocopeat Peat It includes individuals or combinations of individuals selected from the group that contains them. In the preferred structure of the invention, in step C, Method A, pool. In step B of Method 1, gravel stones are spread on top of the bottom as filling material. The process of spreading the prepared peat and soil mixture (4) to a height of 10-12 cm is 10 is being carried out. The prepared peat and soil mixture (4) is placed on top of the gravel fill layers. It is spread. The peat and soil mixture (4) is spread in a layer 10-12 cm high. It is placed. The peat and soil mixture (4) is the substrate in which the roots of the plants will settle. It provides the environment and contributes to water purification. The aim is to provide 15 suitable conditions for the root systems of plants. The goal is to create an ideal growth environment and accelerate the water filtration process. The layer is also a permeable surface that facilitates the transport of water. It provides. In the preferred structure of the invention, D. Method step, C. Method step 20% by weight of artificial wetland is spread on top of the peat and soil mixture (4) The process of planting the plants is being carried out. In the next method step, wetland plants are placed on the peat and soil mixture (4). These plants are cultivated. Thanks to their root systems, these plants actively contribute to the purification process. It breaks down organic pollutants. Furthermore, its durable structure allows it to withstand various environmental conditions. This allows them to work with high efficiency. 25 In the alternative configuration of the invention, the operational capacity of the artificial wetland system (Y) and to ensure increased efficiency, the artificial wetlands mentioned in step D of Method D. as field plants; o Canina Indica (Roseflower) That Japanese Umbrella 30 that lily the Pampas that reed bed 7 that Short Reed that Gala Flower It involves using individuals or combinations selected from the group containing them. 5 In the preferred configuration of the invention, in step E, Method, the percentage by weight is 100%. Adding enough wastewater to complete the process and ensure that wastewater treatment takes place. The process involves allowing the wastewater to settle for a minimum of 8 hours. In the next procedural step, 100% by weight of the artificial wetland system pool (H) will be added. Waste water is added at a certain rate. The water is left to stand in the pool for a minimum of 8 hours. The particles are allowed to settle. This settling time is determined by the arrangement of the layers. It ensures efficient filtration and purification of water. In the preferred configuration of the invention, purification is performed in Method F step and Method E step. from the discharge point located at the bottom of the artificial wetland system (Y) (T) evacuation process is being carried out. 15 In the final method step, the treated water is placed at the bottom of the artificial wetland system (Y). The water is discharged through the discharge point (T). This process ensures that the water leaves the system in an orderly manner. This ensures the removal of the discharged water. The discharged water can be reused or recycled. can be released into nature in accordance with standards. Artificial wetland system (Y) design, It has been optimized to guarantee the uninterrupted flow and safe drainage of water. 20 The alternative design of the invention utilizes a PLC automation system. Below The areas where automation systems are used have been explained. PLC automation systems, these... by ensuring that the processes are carried out efficiently and without errors, wastewater treatment It helps to make it more efficient. The alternative configuration of the invention is 25 with a PLC automation system.  E. In the method step, the wastewater added to the artificial wetland pool (H) During the addition process, the water flow rate is measured using a flow meter. measurement and control,  Method E. is applied to the artificial wetland plants planted in Method D. The wastewater added to the artificial wetland pool (H) in step 30 is homogeneous. to ensure even distribution by drip irrigation method addition, 8  In step E of the method, the treated water is used, and in step F of the method, artificial wetlands are used. measuring the amount of water discharged from the field system (Y) and discharge 5 It is characterized by including methodological steps. The PLC automation system was added to the artificial wetland pool (H) in step E. Method. It uses a flow meter to control the amount of wastewater. In this step, the flow meter measures the water level. It precisely measures the flow rate and transmits this data to the PLC automation system. This control ensures that water is added to the artificial wetland pool (H) at the desired flow rate. 10 It prevents too much or too little water from being supplied, thus maintaining the efficiency of the system and processes. It is functioning properly. E. In the method step, the wastewater added to the artificial wetland pool (H) is drip irrigation. It is distributed homogeneously over the artificial wetland plants using the PLC method. The automation system controls the drip irrigation system, distributing the water evenly and on the 15th. This ensures that the water reaches the plant roots in a controlled manner. This step provides the plants with optimum water. It supports the acquisition and regular execution of purification processes. The PLC automation system processes the treated water in the artificial wetland stage of Method F. draining the water from the system (Y) and measuring the amount of water that has been drained This process continuously monitors the volume of water being discharged and provides measurement results in 20... By recording the data, it allows for the evaluation of treatment efficiency. This automation, By ensuring the evacuation process is kept in an orderly and controlled manner, the system's efficiency is ensured. increases. PLC (Programmable Logic Controller) automation systems are used in industrial processes. 25 to increase efficiency, minimize error rates and optimize processes It is an advanced control mechanism used. This system utilizes various sensors and devices. By working in an integrated manner, it monitors and controls every stage of the process in real time. Especially in processes such as flowmeters, drip irrigation systems, and drainage operations, water to measure the flow rate, ensure homogeneous distribution, and discharge the treated water regularly. It performs tasks such as these. PLC automation eliminates human intervention in these processes. by minimizing disruptions while providing consistent results, the system's reliability and efficiency are enhanced. It increases. In addition, thanks to the continuous monitoring and control of the system, the process... Problems can be quickly identified and resolved, which reduces costs in the long run. It supports environmental sustainability. 9 The alternative design of the invention aims to increase the efficiency of wastewater flow. The filling materials for the mentioned artificial wetland system pool (H) are gravel medium. 5 at an angle of 4-5 cm, remaining under the fill (2) layer. It is to be filled. The aim is to increase the flow efficiency of wastewater in the artificial wetland system (Y). For this reason, the filling materials will remain under the gravel middle fill (2) layer. It is suggested that they be placed in a sloping arrangement. The slope allows the water to fill the area. It facilitates the passage of water through the materials, preventing blockages and ensuring water contact with the surface. This increases the duration, thus optimizing treatment efficiency. The slope height determines the system's... Although it varies depending on its size and intended use, it is generally in the 4-5 cm range. A range is suggested. This arrangement allows the water to move in a controlled manner. By providing this, it enables the purification process to function effectively. The alternative design of the invention involves the wastewater (Y) in the aforementioned artificial wetland system 15 to spread over a wide area and thus increase the efficiency of treatment Wastewater flow occurs horizontally. In the artificial wetland system (Y), wastewater is spread over a large surface area. It aims to increase treatment efficiency by providing horizontal flow of wastewater. It increases the contact time of water with the filling materials and plant roots, which is why organic 20 It allows for more effective removal of pollutants. The horizontal flow pattern allows the water to... This ensures even distribution within the system and reduces the risk of clogging. This method increases the efficiency of the purification process while naturally filtering the water. and optimizes its cleaning. This ensures both an environmentally friendly and efficient process. The purification process is carried out. 25 Analysis of the industrial wastewater treatment capacity of artificial wetland systems (Y) The results are shared below. COD (Chemical Oxygen Demand) is the oxidation of organic matter in water. It is a parameter that measures the amount of oxygen required for wastewater pollution levels. This measurement, used for evaluation, provides information about the organic matter load of the water. 30 COD measures the load of non-biodegradable organic pollutants in water, thus aiding in treatment. It plays a critical role in determining the effectiveness of the process. High COD values ​​indicate more in the water. High levels of organic pollution indicate lower COD values, while lower COD values ​​indicate cleaner water. It is usually expressed in mg / L (milligrams / liter). COD, especially in wastewater treatment plants, affects the performance of treatment systems. It is used to evaluate and monitor water quality. Industrial and domestic wastewater. During the treatment process, the COD values ​​of the inlet and outlet water are compared to determine the organic matter content of the system. The effectiveness of the system in removing pollutants is analyzed. For example, high input COD. Water with a certain COD value achieving a low COD value after treatment indicates a problem with the system. It demonstrates its effectiveness. Therefore, COD is crucial for the conservation of water resources and sustainable water management. It is an important parameter for management. pH is a parameter that measures the acidic or basic (alkaline) properties of a solution. The pH scale is 10 It ranges from 0 to 14 and is a measure of the hydrogen ion (H⁺) concentration in the solution. pH is a measure of neutrality. Solutions with a pH of 7 are considered neutral, while values ​​below 7 are acidic. Values ​​above 7 indicate basic (alkaline) properties. In water quality monitoring and wastewater treatment processes, pH is an important indicator because it is crucial for both the capacity of water to support biological life as well as the 15 in treatment processes It affects chemical reactions. For example, a low pH value (acidic) or a high pH value (basic). Containing contaminated water can harm the environmental balance. In treatment plants, the pH is generally neutral or It is kept in the slightly basic range (7-8.5), because these values ​​are suitable for most biological and chemical treatments. ideal for these processes. Inlet Wastewater COD 1,346.00 mg / L pH 6.17 Table 1. Introduction. COD and pH analysis results of wastewater. 20 Table 1 presents the COD and pH analysis results of the influent wastewater. Outlet Wastewater Plant Type COD (mg / L) pH Canina Indica 356.0 8.507 Pampas 854.0 8,162 Lily 1,216.0 7,703 Gala Flower 762.0 8,209 Short Reedbed 489.0 8,507 Reedbed 492.0 8.29 Japanese Umbrella 1,148.0 8,344 Table 2. Results of COD and pH analysis of effluent wastewater. 11 Table 2 presents the COD and pH analysis results of the effluent wastewater. COD Change: Canina Indica: Introduced COD to 356 mg / L (73.56% reduction). This is equivalent to organic matter 5. This shows that the load has been significantly reduced. It is the plant species that exhibits the best performance. Pampas and Gala Flower: 854 mg / L (36.5% decrease) and 762 mg / L (43.4% decrease) respectively. They have reached a COD value of (decrease). These plants have shown moderate productivity. Short Reedbed and Marsh: COD values ​​decreased to 489 mg / L (63.7% reduction) and 492 mg / L (63.4% reduction). It has a high purification capacity by reducing (decrease) levels to 10. Lily and Japanese Umbrella Plant: COD values ​​were 1.216 mg / L and 1.148 mg / L, respectively. It has remained; this indicates limited performance in terms of purification. pH Change: The inlet pH value increased from 6.17 to the outlet range of 7.7-8.5. This situation, especially Plants such as Canina Indica and Short Reed neutralize water by creating alkaline effects. 15 It shows. Canina Indica and Short Reed are most effective in terms of COD reduction and pH balancing. They are plants. Inlet Wastewater COD 859.00 mg / L pH 9.17 Table 3. COD and pH analysis results of the inlet wastewater. 20 Table 3 presents the COD and pH analysis results of the influent wastewater. 12 Outlet Wastewater Plant Type COD (mg / L) pH Canina Indica 326.0 8.507 Pampas 789.0 8,162 Lily 850.0 7,703 Gala Flower 650.0 8,209 Short Reedbed 350.0 8,507 Reedbed 364.0 8.29 Japanese Umbrella 820.0 8,344 Table 4. Results of COD and pH analysis of the effluent wastewater. Table 4 presents the COD and pH analysis results of the effluent wastewater. COD Change: 5 Canina Indica: Once again the most effective herb, reducing COD to 326 mg / L (62% reduction). It has happened. Short Reedbed and Reedbed: COD was reduced by 350 mg / L (59% reduction) and 364 mg / L (57.6%) respectively. They have reduced the values ​​to (decrease). They have had a moderate effect. Pampas and Japanese Umbrella: Showed less performance in COD reduction; 10 Specifically, the Japanese Umbrella herbal remedy resulted in a limited reduction to 820 mg / L. pH Change: pH levels have dropped to the 7.7-8.5 range. This indicates that the alkaline environment has become more stable. It shows that it has arrived. Canina Indica again provides the highest COD reduction, but Short Reed and Marsh also offer 15. It produces remarkable results. Inlet Wastewater COD 1,111.00 mg / L pH 8.56 Table 5. COD and pH analysis results of the inlet wastewater. Table 5 presents the COD and pH analysis results of the influent wastewater. 13 Outlet Wastewater Plant Type COD (mg / L) pH Canina Indica 313.0 8.56 Pampas 916.0 8,507 Lily 1,056.0 8,162 Gala Flower 832.0 8,209 Short Reedbed 412.0 8,507 Reedbed 396.0 8.29 Japanese Umbrella 1,094.0 8,344 Table 6. Results of COD and pH analysis of the treated wastewater. Table 6 presents the COD and pH analysis results of the effluent wastewater. COD Change: 5 Canina Indica: An effective treatment by reducing COD to 313 mg / L (71.8% reduction). He has accomplished it. Short Reedbed and Reedbed: COD values ​​were 412 mg / L (62.9% reduction) and 396 mg / L respectively. They have reduced it to levels of (64.4% decrease). Japanese Umbrella and Pampas: A more limited effect with values ​​of 1,094 mg / L and 916 mg / L. has. pH Change: The pH is maintained at a constant range of 8.2-8.5, ensuring the system provides a stable environment. It shows. Canina Indica again shows the highest performance. Short reeds and rushes are also taken into consideration. 15 It has value purification capacity. Canina Indica is the most effective plant in the system, providing the highest COD reduction in every table. It has become a plant species. It also has a high pH balancing ability. Short reeds and rushes performed moderately well, but some In some cases, it has yielded results similar to Canina Indica. 20 14 Japanese Umbrella and Lily plants have a lower COD reduction rate compared to other plants. It has performed well. However, Lily has some issues with pH balancing in certain situations. It is effective. 5 A purification system that heavily utilizes species such as Canina Indica and Short Reed. It can increase productivity. Combinations of plants are optimized according to COD and pH balance. should be done. These results show that the plants to be used in artificial wetland systems (Y) and the water to be treated This indicates that it should be carefully selected based on COD and pH values. Especially 10 High-performing plants like Canina Indica can improve system efficiency. Looking at the analysis results obtained in the tables, it can be seen that artificial wetland systems It provides a valuable reference for (Y) design. This invention enables the environmentally friendly treatment of wastewater from the textile industry. It includes an artificial wetland system (Y) and method developed to provide 15 The method involves using pebbles of varying sizes, organic peat-soil mixtures, and resistant wetlands. By combining the plants in the field, it both reduces the organic pollution load (COD) and improves the water quality. It optimizes the purification process by maintaining pH balance. The results show that plants such as Canina Indica, Short Reed, and Reed are suitable for purification. This shows that it provides high efficiency in the system. These plants, wastewater 20 by reducing the organic pollution load in the samples by 50% - 80%, It significantly contributes to the system's purification capacity, particularly in Cannabis. Indica is effective in the system by both providing high removal rates and maintaining pH balance. It has emerged as a purification element. These results show that these plants both contain organic matter. It has been shown that it plays a critical role in both removing and improving treatment efficiency. 25 It places. These plants are effective in both removing organic pollutants and restoring the natural quality of water. It plays a critical role in restoring the ecosystem. Furthermore, landfilling... The inclined and layered arrangement of the materials improves water flow, thus enhancing the purification process. It increases its efficiency. The system offers a sustainable solution at a low cost, while protecting the environment. It also makes significant contributions to conservation and water resource management. This innovative artificial wetland method addresses wastewater treatment problems in the textile industry. By providing an effective solution, the invention offers both environmental and economic benefits. It has the potential to be adapted to different industrial applications in the future. This method offers a sustainable solution for waste management and recycling. It offers. 5 The scope of protection of the invention is specified in the claims attached hereto, and these details are strictly adhered to. The explanation cannot be limited to those given for illustrative purposes. Because a technically skilled person... the person, without deviating from the main theme of the invention, in light of what has been described above, similar It is clear that these structures can emerge.

Claims

16 REQUESTS 1. The invention relates to artificial wetland systems (Y) used in the textile industry and industrial It is a method for textile wastewater treatment, characterized by its use of filler materials and 5 artificial wetland plants into the artificial wetland system pool (H) to ensure its placement A. Gravel as filler material at a rate of 10% by weight. allowing the soil to aerate, keeping plant roots cool, and preventing wastewater from draining to the bottom. To prevent clogging during collapse, the following 10 Selection according to dimensions and bottom of artificial wetland system pool (H) spreading,  As gravel sub-fill (1); 2 cm gravel at intervals of 4-5 cm,  Gravel as middle fill (2); 2 cm gravel in the range of 1-3 cm,  As gravel topfill (3); 3 cm gravel in the range of 0-1 cm 15 B. 25% soil by weight and 25% peat by weight mixing, In the CA method step, fill is placed on top of the gravel spread at the bottom of the pool. The materials used are peat and soil prepared in step B of the method. Spreading the mixture to a height of (4) 10-12 cm, 20 On the peat and soil mixture (4) spread in the DC Method step planting 20% ​​by weight of artificial wetland plants, E. Adding wastewater in sufficient quantity to bring the percentage by weight to 100%, and to ensure wastewater treatment takes place, minimum wastewater It is expected to collapse in 8 hours, 25 In the FE method step, the treated water is used in the artificial wetland system. (Y) Evacuation from the evacuation point (T) located at the bottom It is characterized by including methodological steps.

2. This method complies with Claim 1 and its characteristic is to increase the efficiency of wastewater flow. To provide the aforementioned artificial wetland system pool (H), fill 30 The materials will be placed under the gravel middle fill (2) layer by 4-5 cm It is the filling of the gap at an angle. 17 3. The method is compliant with Claim 1 and its characteristic is; as peat mentioned in step B. Method;  Sphagnum peat,  Brown peat, 5  Black peat  Cocopeat Peat It includes individuals or combinations of individuals selected from the group that contains them.

4. The method is compliant with Claim 1 and its characteristic is; the operation of the artificial wetland system (Y) 10 In order to increase its capacity and efficiency, in step D of Method The artificial wetland plants mentioned are: Canina Indica that Japanese umbrella o Zambak 15 the Pampas that reed bed that Short Reed that Gala Flower It involves using individuals or combinations selected from the group containing them. 20 5. The method is compliant with Claim 1 and its characteristic is; in the mentioned artificial wetland system (Y) spreading the wastewater over a wide area and thus increasing the treatment efficiency This ensures that wastewater flow occurs horizontally. 25 6. This method complies with Claim 1 and is characterized by its use of a PLC automation system.  E. In the method step, the wastewater added to the artificial wetland pool (H) During the addition process, the water flow rate is measured using a flow meter. measurement and control, 30  Method E. is applied to the artificial wetland plants planted in Method D. In step (H), the wastewater added to the artificial wetland pool is homogeneous. to ensure even distribution by drip irrigation method addition, 18  In step E of the method, the treated water is used, and in step F of the method, artificial wetlands are used. measuring the amount of water discharged from the field system (Y) and discharge 5 It is characterized by including methodological steps.