UV and Phytoremediation Group: 19205 Basel Islam Mohamed Helmy Ezz El-Arab Hossam Mohamed Mohamed Elwakil Youssef Hassan Hassan Abdel-Aal Hossam Emad El-Din Abd El-Salam 1921009 1921013 1921044 1921012 Abstract: Increasing clean water sources is one of Egypt's major challenges. Humans pollute water by disposing of industrial wastewater in oceans and seas, it was discovered. Textile wastewater, which contains heavy metals, bacteria, and viruses, is one of these industrial by-products that harm the environment. Filtering this water requires highly efficient technology, which can be expensive, so research was conducted to select the least expensive prototype with high efficiency. Accordingly, the chosen solution is filtering using sediment filtration, phytoremediation, UV filtration, and aeration. The two main stages, phytoremediation, and UV filtration were chosen to remove heavy metals by absorbing them with a plant called Lemnaceae and killing bacteria by killing their RNA with UV rays. These stages will aid in lowering the PH and TDS of the water before it is used to wash vehicles. The prototype is made up of four stages: a sediment filtration tube containing activated charcoal, pebble, sand, and cobblestone, a glass rectangular container containing Lemnaceae for phytoremediation with linoleum protection above it, a UV chamber for bacteria filtration, and an aquarium air pump for aeration. Our prototype must have a PH value ranging from 6.5 to 8.5 and a TDS level ranging from 300 to 200 mg/L. When the prototype was built and tested, it exceeded the listed design requirements, reaching a PH value of 7.1 and a TDS level of 280 mg/L. Several conclusions were reached after testing the prototype, including the fact that Lemnaceae is an efficient way to filter water naturally without using chemicals or technology that can be costly and harmful to the environment. Introduction: Egypt confronts 11 grand challenges that are important to be addressed and solved. One of them which is increasing sources of clean water. Textile wastewater is one of the water pollutants that must be filtered as it causes diseases that can harm both animals and humans. The main harmful pollutants in textile wastewater are heavy metals, viruses, and bacteria. Heavy metals found in organic chemical manufacturing and steel industry wastewater, such as Lead (Pb) and Cadmium (Cd), can cause gastrointestinal problems, kidney dysfunction, and cancer. Heavy metal pollutants can also cause severe toxicity in fish and have an impact on plant growth, so they must be removed from the water. Textile wastewater contains bacteria and viruses such as cholera, which can cause chronic lung disease or kidney disease in humans. According to researchers, there are 1.3 to 4.0 million cases of cholera each year, with 21 000 to 143 000 deaths worldwide (Organization, 2022) . Solutions were made to solve these problems as Smolt farm for Grieg Seafood in the USA. Prefiltration and UV irradiation which used UV rays to filter the water from bacteria and viruses (H Liltved & S J Cripps, 1999). A small channel was made with a container at the end with a UV lamp. The UV lamp was suspended above the level of the water by 10 cm so it can be controlled at low flow rates of water. The effectiveness of UV water disinfection is one of its advantages. Most UV water purification units in the Grieg seafood water system can purify water from 99.99% of bacteria and microorganisms in the water under the right conditions. The problem was the health risk because most UV lamps contain mercury vapors, and handling them - especially broken ones - poses an occupational health risk. The second solution was The irrigation ponds of the farms of AsSamra wastewater pond in Jordan (Maisa’a W. Shammout & Hana Zakaria, 2015). Duckweed (Lemnaceae) was used to filter it from heavy metals as 3 irrigation ponds containing duckweed were used at Khirbet As-Samra in Jordan to be monitored and analyzed regularly. It could aid in the natural treatment of water without the use of any other complex processes that require the use of chemicals, but this harmed the wildlife in one of the ponds because the animals were able to consume large amounts of duckweed, which contained high levels of chemicals and nutrition that were absorbed, potentially harming the wild animals. The solution was chosen to mainly get rid of heavy metals, bacteria, and viruses, So Lemnaceae and ultraviolet filtration were chosen. As ultraviolet rays can kill the RNA of the bacteria which is unable to reproduce and will also kill any viruses in the water. It has a long lifespan and cleans the water efficiently in a short period. The Lemnaceae can absorb all the heavy metals in the water even after being saturated which will make a regular photosynthesis process that will benefit the environment. The project aims to decrease the PH of the water from (12) to about (6.5-8.5) to be accessible for Washing vehicles and to decrease the TDS from 960 mg/L to a range from 300-200 mg/L. The prototype will be tested in two ways which are: The GIT bacterial test to know if bacteria still exist and the PH and the TDS will be tested in a water analysis lab. Materials and Method: Table 1: The materials used in construction prototype. Method: For clearly treating industrial wastewater, the prototype consists of main five stages. Three stages are physical, one is chemical, and one is biological. The first step entailed organizing all of the safety procedures, such as donning lab coats and gloves to avoid injury or textile damage, as well as wearing face masks to avoid inhaling any dangerous chemicals. The first stage is a recycled plastic water container with a length of 15cm, a width of 15cm, and a height of 15cm. 3.375 liters (3375 ππ3 ) of textile wastewater will be collected in a plastic container and then will be screened. The screening process is done using Alum πΎπ΄π (ππ4 )2 . 12π»2 π (Hydrated potassium aluminum sulfate) which is collect large precipitations in water. The container is connected to the next stage through a plastic tube of 0.6 cm diameter. A piece of cloth is put at the beginning of the tube, which is in the form of a colander, to remove the precipitations with a diameter of ≥ 256 mm to not affect the sediment filtration and it is responsible for the screening process. The second stage, fig (1), is consisted of two sub-stages physical and chemical. The sedimentations represent the physical and the activated charcoal is the chemical one. The stage is done in a Clorox bottle due to its nihilistic chemical reaction with water. The bottle with a radius of 4cm, and a height of 18 cm, has a volume of 804.24ππ3 . The sedimentation filtration system consists of three layers of Cobble, Pebble, and sand respectively. Each layer is 3cm thick. Particles that are ranged from (0.05 - 2.0 mm) will be filtered by sand, particles from (4 – 64 mm) will be prevented by pebbles, and those which ranged from (64 – 256 mm) by cobbles. After sedimentation, the activated charcoal takes place as a chemical process. A 3cm layer of activated charcoal is put in. Figure 1: The Infiltration system. The third stage is the biological stage using Duckweed (Lemnaceae) which will be done in a glass box with a length of 20cm, a width of 15cm, and a height of 15cm, which has a volume of 4.5 liters (4500 ππ3 ) as shown in fig (2). There are four sheets of linoleum on the top of the container in a trapezoid shape with areas of 171 ππ2 and 288 ππ2 with an inclination angle from the horizontal of the surface with 69.64π , and a frame of acrylic that will hold the linoleum has 4 poles inside the aquarium with a height of 15cm. The length of the sides of the frame will be 16 cm. The inclination reflects about 60% of the sunlight. The treatment process is last (16 - 20 hours) for the targeted results. Figure 2: The glass container of the lemnaceae. The fourth stage is the Ultraviolet treatment as shown in fig (3) which represents a physical treatment process. A UV lamp with a wavelength of 254 nm is used with a flow rate of 3.6 L/min for treating water from bacteria, pathogens, and bacteria and viruses vectors. The cylinder container that holds the UV lamp is made of steel with a length of 27 cm and a diameter of 6.5 cm and a volume of (895ππ3 ). A coded water pump was used to sustain the water flow rate through the UV lamp at 3.6 L/min fig (6). A Nano Arduino was used in programming the pump using C++ programing language. Figure 3; The UV Light chamber. The fifth stage is represented by treating water using a (10 - 15 min) aeration process in a recycled plastic container with a length of 15cm, a width of 15cm, and a height of 15cm fig (4). Its volume is 3.375 liters (3375 ππ3 ). Figure 4: The air pump of aeration process. After putting the prototype in the sunlight and taking a sample from the water after 18-20 hours. The last stage is testing the prototype using two methods which are: The PH and TDS test in a water analysis lab and a GIT bacteria test for the water to determine the activity of the bacteria in water using agar and a sample from the bacteria in the water to see if it will grow or not. A sample of water was taken and left for 3 days to see the result. Results: First attempt: The positive result is that the prototype removal efficiency was approximately 34.78% for NO3 and 29.38% for SO4. This aided in the reduction of sodium lauryl sulfate (SLS). On a long-term basis, these chemicals are harmful to human skin health. The negative result is that we used the incorrect amount of alum (44.099 grams) for approximately 3.375 liters of water. As a result, the alum reduced the PH value from 7.13 to 4.3, causing the water to become acidic enough to fall outside of the Lemnaceae plant's living PH range (6-8). As a result, the prototype did not meet the design requirements, as shown in table (2). Table 2: It shows the results of the water before and after the filtration process in the first attempt. Parameter Before filtration After filtration Unit TDS PH 960 12.3 800 4.3 ppm (Mg/L) - Percentage of removal 16.67% 27.07% Second attempt: The positive result is that the filtration time was reduced from 30 hours to 20 hours as a result of this. As a result, the prototype met the design requirements as shown in table (3) by lowering the TDS value from 960 ππ/πΏ to 284 ππ/πΏ and the PH value from 12.3 to 7.4. The negative result is that the Lemnaceae died after 40 hours in the filtration system. We determined that this was due to the lemnaceae's inability to withstand high light intensity for extended periods during the day. Table 3: It shows the results of the water before and after the filtration process in the second attempt. Parameter Before filtration After filtration Unit TDS PH 960 12.3 284 7.4 ppm (Mg/L) - Percentage of removal 70.41% 39.83% Third attempt: The positive result is that the prototype's filtration time was reduced from 20 hours to 18 hours. As a result, the prototype met the design requirements as shown in table (4) by lowering the TDS value from 960 ππ/πΏ to 280 ππ/πΏ and the PH value from 12.3 to 7.1. The negative result was that the sediment filtration flow rate was too slow, which was one of the reasons for lowering the overall system flow rate. It was approximately 0.1 πΏ/πππ. Table 4: It shows the results of the water before and after the filtration process in the third attempt. Parameter Before filtration After filtration Unit TDS PH 960 12.3 280 7.1 ppm (Mg/L) - Percentage of removal 70.83% 42.28% Analysis: Increasing clean water sources is an important thing to work on as the world faces water pollution that harms the environment. Because textile water is a major source of water pollution, it must be filtered before it enters the seas or oceans. Heavy metals, viruses, and bacteria are the main components of textile water, which raises the PH, TSS, and TDS. As a result, coagulation, phytoremediation, and UV filtration were chosen as methods for filtering textile water. The solution was inspired by two projects: the irrigation ponds of the farms of As-Samra wastewater pond in Jordan, and the Smolt farm for Grieg Seafood in the United States. Although these projects yielded positive results, the negative outcomes outweighed the positive. As a result, changes had to be made to avoid the negative consequences. A prototype has been built to test these changes. The prototype was created after researching the most efficient way to filter bacteria and heavy metals. First, screening and coagulation processes were used to collect large precipitations at the container's bottom, which could then be easily filtered in the subsequent stages. Alum πΎπ΄π (ππ4 )2 . 12π»2 π (Hydrated potassium aluminum sulfate) was used to coagulate precipitations. Second, cotton was used to filter the water that was passing from these precipitations to the next stage. Following the conclusion (ES.2.01) that water movement between sediments in the earth can filter the water, a sediment filtration process was used to remove large sediments, odor, taste, and color from the water using five layers: cobblestone, pebbles, sand, activated charcoal, and cotton (Ann Benbow, Mark Carpenter, Matthew Hoover, Michael J.Smith, & Jhon B.Southard, 2012). Then the main processes are phytoremediation and UV filtration, Lemnaceae phytoremediation will filter heavy metals from water by using Lemnaceae, which has a high ability to absorb heavy metals even after saturation as in figure (5) Fourth, UV filtration was used to remove bacteria and viruses by killing its RNA as we studied in (BI.2.03) where it was studied how RNA can replicate by initiation, elongation, and termination (Jane B. Reece, et al., 2005). The study concluded that RNA is responsible for the reproduction process of bacteria, so if it is destroyed, the bacteria will no longer grow in water. Daphnia Magna, one of the most common bacterial vectors in textile wastewater, was the focus of this stage. Figure 5: It shows the lemnaceae phytoremediation system used in wastewater filtration. The prototype failed the first trial due to several factors, including the use of a large amount of alum (44.09 g), which increased the acidity of the water and killed the Lemnaceae, and the cotton used to filter the water from precipitations and sediments hindered the water from passing smoothly to the next stages, resulting in the water path becoming completely blocked during the second test (after 40 hours). After 30 hours, the first test yielded negative results because the PH was 4.3 and the TDS was 800 ππ/πΏ. As a result, during the first trial, the prototype failed to meet the design requirements. Following these observations, changes to the prototype were made to avoid these failures. To avoid increasing the acidity, the alum mass was reduced to (5 g), it was calculated by using the knowledge from (CH.2.01) and (CH.2.03) Which is how to measure the concentration and how the acidity can be measured using -log (H+) (H+ is the concentration of the solution) and a piece of cloth was used instead of cotton to avoid system blocking (Steven S. Zumdahl & Susan A. Zumdahl, 2012). The second prototype was tested and met the design requirements as the PH dropped to 7.4 and the TDS dropped to 284 ππ/πΏ. However, because the Lemnaceae died gradually from direct sunlight, it was critical to keep it out of the sun. A bacterial test of GIT bacteria was also performed using the knowledge in (BI.2.02) to determine whether the bacteria is alive or dead by using agar and chemicals to create a medium for the bacteria to live in, as shown in figure (6), and it was discovered that there is still a large number of bacteria in water. The UV stage, which is responsible for killing the bacteria, was found to have a problem because the water flow rate was fast (4 πΏ/πππ), and the ultraviolet rays did not have enough time to filter the water completely. Figure 6: It shows the bacteria colonies formation on the top of the mocconkey agar in the petri dish. Even after meeting the design requirements, a third prototype was required to achieve the best possible outcome. A transparent linoleum pyramid was placed above the Lemnaceae in the shape of a trapezoid with an angle of inclination of 69.64π above the horizontal to reflect about 60% of the direct sunlight and extend the life of the Lemnaceae. The plastic container was placed by a glass one to easily control the dimensions and to be more sustainable with nature. The length of the container has increased to increase the amount of Lemnaceae and the height has reduced to get more efficient filtration from the Lemnaceae, so a 3D design was made on Solid Works to simulate the dimensions of the prototype and the linoleum as in figure (7) Also, the flow rate of the water pump was reduced to 3.6 πΏ/πππ to allow the UV to filter the water of bacteria and viruses with more efficiency and the GIT bacteria was made again and less bacterial colonies were formed. After that, an aeration process was added to increase the DO (Dissolved oxygen) in the water to be used in washing vehicles. The third prototype resulted in the success of the prototype by decreasing the PH 7.1 and the TDS to 280 ππ/πΏ but in a shorter time duration (18 hours) which achieved the design requirements. The last step was analyzing the data on graphs to calculate the efficiency of each trial as shown in figures (8), and (9). Figure 7: It shows a 3D design for the third attempt for the prototype on solid Works. TDS levels in (mg/L) before and after filtration. TDS levels (mg/L) 1200 1000 960 960 960 800 800 600 400 284 280 200 0 First attempt second attempt third attempt attempts Before filtration After filtration Figure 8: shows a column graph for the TDS level in (mg/L) for the 3 attempts. PH levels before and after filtration. 14 12,3 12,3 12,3 12 PH levels 10 7,4 8 6 7,1 4,3 4 2 0 First attempt second attempt third attempt Attempts Before filtration After filtration Figure 9: It shows a column graph of the PH levels in the 3 attempts. Recommendations: 1) The UV stage can be replaced with the ozonation process, which is more efficient in killing bacteria and viruses, but it needs high technology that isn’t available in Egypt. 2) Acrylic sheets can be used instead of linoleum as they can be more sustainable with nature and can work more than linoleum but we couldn’t use it because of the budget. 3) Ultrafiltration membrane can be used as it filters small particles (0.2 microns) but it requires Polyamide, Polysulfide, and Polyester membranes which need high-quality material that isn’t available in Egypt to be done. 4) The micro bubbling process is more efficient in increasing dissolved oxygen in water than the Aquarium air pump, but it requires high technology and huge electric power. 5) Nylon and polyester are better at isolating the UV rays from the surrounding environment, but it is hard to find them pure in Egypt, and have a high cost that will exceed the budget. 6) The Project large scale is recommended to be built in the upper Egypt part as its sunnier in these parts of Egypt. The presence of the sun will help in increasing the lifetime of the Lemnaceae. Conclusion: At the end of the journey, there were a few key points that needed to be addressed. The first is that the alum could have a significant impact on the acidity of the water, lowering it from 12.3 to 4.3 in the first attempt, which was a significant change that caused significant changes in the system's other processes. Also, Lemnaceae phytoremediation was found to be one of the most affordable ways to filter water chemically from TDS in wastewater because it has a wide pH range and is one of the most prevalent plants along Egyptian riverbanks. Additionally, it was found that UV filtration is superior to chlorine filtration for the treatment of water because chlorine-resistant bacteria (CRB) like Pseudomonas and Sphingomonas exist in textile wastewater (Li-WeiLuo, et al., 2021). Because of their resistance to chlorine, these bacteria are not killed by the use of chlorine; however, the UV light filtration system can eradicate these bacteria. Acknowledgment: “In the end, we would like to thank Allah for guiding and helping us in our journey and gifting us with wisdom and patience to be able to make the right choices. We’d like to thank Mr. Ahmed Emara, our school manager, Mrs. Eman Abdelmonim, the Deputy, Mrs. Nardine, Mrs. Olfat, Mr. Mena, and Mr. Ismail Shawky our capstone teachers for guiding us and helping us with the problems that have faced us. Thanks to Mr. Ahmed Khairy the fabrication laboratory teacher for helping us with the lab tools and with constructing our prototype.” Citation: References ο· Ann Benbow, Mark Carpenter, Matthew Hoover, Michael J.Smith, & Jhon B.Southard. (2012). Earth comm. New York: Bussiness Park Drive. Retrieved from file:///D:/g10/geology/earh%20comm%20part%201.pdf ο· H Liltved, & S J Cripps. (1999). Removal of particle-associated bacteria by prefiltration and ultraviolet irradiation. Aquaculture Research, 30(6), 445-450. doi:https://doi.org/10.1046/j.1365-2109.1999.00349.x ο· Jane B. Reece, Lisa A. Urry, Michael L. Cain, Steven A. Wasserman, Peter V. Minorsky, & Robert B. Jackson. (2005). Campbell Biology ninth edition. New York: Benjamin-Cummings Company. Retrieved from file:///D:/g10/biology/campell.pdf ο· Li-WeiLuo, Yin-Hu Wu, Tong Yu, Yun-Hong Wang, Gen-Qiang Chen, Xin Tong, . . . Hong-Ying Hu. (2021). Water research. In Li-WeiLuo, Y.-H. Wu, T. Yu, Y.-H. Wang, G.-Q. Chen, X. Tong, . . . H.-Y. Hu, Evaluating method and potential risks of chlorine-resistant bacteria (CRB) (Vol. 188, p. 116474). Water research . doi:https://doi.org/10.1016/j.watres.2020.116474 ο· Maisa’a W. Shammout, & Hana Zakaria. (2015, October). Ecological Engineering. Water lentils (duckweed) in Jordan irrigation ponds as a natural water, 83, 71-77. doi:https://doi.org/10.1016/j.ecoleng.2015.05.041 ο· Organization, W. H. (2022, March 30). Cholera. Retrieved from World Helath Organization: https://www.who.int/news-room/fact-sheets/detail/cholera ο· Steven S. Zumdahl, & Susan A. Zumdahl. (2012). Zumdhal chemistry ninth edition. Ney York: Mary Finch. For further information: Basel Islam Ezz El-Arab Hossam Mohamed Elwakil Youssef Hassan Abdel-Aal Hossam Emad Abd El-Salam Basel.1921009@stemgharbiya.moe.edu.eg Hossam.1921013@stemgharbiya.moe.edu.eg Yousef.1921044@stemgharbiya.moe.edu.eg Hossam.1921012@stemgharbiya.moe.edu.eg