HO CHI MINH CITY OF TECNOLOGY OFFICE FOR INTERNATIONAL STUDY PROGRAMS SCHOOL OF INDUSTRIAL MANAGEMENT LABORTARY REPORT Subject: Green Instructors: Dr. M s . T e c h n o l o g y L a m V a n N g o T h i G i a n g N g o c L a n T h a o Class: CC01 School year: 2021-2022 Group members: L e N g u y e n N g u y e n C h a u L a m T r a n N g u y e n M i n h T h i T r a n g T h u y e n G i a n g T h u y - T h i H a - - 1 8 5 2 8 0 1 1 8 5 2 7 7 4 - 1 8 5 2 0 8 7 1 8 5 2 3 5 1 CONTENTS C o n t e n t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i A c k n o w l e d g e m e n t I n t r o d u c t i o n E X P E R I M E N T U S I N G 1 . 2 . P u r p o s e I : M E T H A N E W A S T E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 I n g r e d i e n t s 2 . 3 . P r o c e s s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 F i g u r e s & P h e n o m e n o n 3 . 2 . C a l c u l a t i o n 3 . 3 . D i s c u s s i o n C o n c l u s i o n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 I I : A G G R E G A T E R E P L A C E M E N T 2 . P u r p o s e 3 . E q u i p m e n t I N A S P A R T I A L C O N C R E T E . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 I n g r e d i e n t s 2 . 3 . P r o c e s s R e s u l t U S E D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 2 . 2 . 3 . 1 . 4 . S E A S H E L L S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 M e t h o d o l o g y 2 . 1 . . . . . . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 E X P E R I M E N T 1 . B Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 E q u i p m e n t R e s u l t P R O D U C E D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 . 2 . 3 . 1 . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i i i M e t h o d o l o g y 2 . 1 . 3 . F O O D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 F i g u r e s & P h e n o m e n o n 3 . 2 . E v a l u a t i o n 3 . 3 . R e c o m m e n d a t i o n C o n c l u s i o n R E F E R E N C E S . . . . . . . . . . . . . . . . 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 . . . . . . . . . . . . . . . . . . . . . . . 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 ACKNOWLEDGEMENT The Green Technology course has helped us have more knowledge about environmentally friendly approaches. First of all, we would like to express our sincere thanks to Ph.D. Lam Van Giang for his professional guidance, for his enthusiastic support and guidance during the teaching process, and for allowing us to carry out experiments so that we can complete this report in the best way. Without the teacher's dedicated support, the experimental class could not have a successful end. In addition, a complete report cannot fail to include the contributions of all team members. Sincere thanks to the team members who took the time to research and complete this report. We would like to thank our teammates who have always tried their best and supported each other in observing the phenomenon, performing experiments, and writing this report so that this laboratory course can be completed and achieve the set goals. GREEN TECHNOLOGY LABOTARY REPORT INTRODUCTION Greenhouse gases and the depletion of the Earth are increasing day by day. To reduce emissions and materials that are harmful to the natural environment, solutions in terms of using environmentally alternative friendly energy materials sources become a and primary concern. Therefore, we made experiments with the aim of finding better solutions and checking their feasibility. Thereby contributing to creating a better living environment for mankind. We had the opportunity to experiment in the Green Technology Course with 2 types of experiments. EXPERIMENT I: METHANE PRODUCED BY USING FOOD WASTE 1. Purpose The importance of renewable energy and the demand for methane is increasing rapidly due to the decline of fossil fuels. Methane (or similar fossil fuels) can assist in securing energy supplies. Biomethane produced from bio-flavor are possible possibilities to meet requests. Potatoes are considered an essential part of the global food chain, making them the main source of bio-flavor. Because the production of potato plants produces a large amount of garbage, the question is how to properly dispose of it. Other waste management methods such as incineration and pyrolysis cause air pollution problems. Therefore, the purpose of experiment 1 was to study biomethane production through waste fermentation, especially potato, and to test the feasibility of this method, determining whether it is a green method or not. 2. Methodology 2.1. Equipment/ Materials Peeler Grinder Knife Sample plate Electronic weight (maximum capacity: 350g) Graduated cylinder pH indicator 2.2. Ingredients Potato (60 grams) Banana (30 grams) Water 1 EXPERIMENT I: METHANE PRODUCED BY USING FOOD WASTE 2.3. Process Process of the mixture Step 1: Peel 60g potato and 30g banana. Remove the skin and discard it. Step 2: Using the grinder, make a potato-banana combination. To make the procedure easier, add some water. Step 3: Pour the mixture out and squeeze the water out of it. Then place roughly 60g of the mixture in a plastic water bottle. Step 4: Squeeze the bottle to remove the air and seal the lid. Step 5: Using a filled graduated cylinder, determine the volume of the mixture in the container. This technique is repeated over the next two days to determine the increase in volume of the mixture caused by organic decomposition. Then storing the mixture in a shaded place for the next day's measurement Step 6: The upcoming day, use the same approach to measure the volume of the combination, recording the rise in dipping volume. it into The a filled operation graduated is cylinder completed after and three measurements. Procedure for the sample Step 1: Take a tiny bit of the above-mentioned 60g mixture and extract a small amount of sample. Step 2: Weigh the sample once it has been placed on a plate and using a pH indicator, determine the pH level of the sample after that. Step 3: Place the sample in the oven to evaporate any leftover water material. The sample should then be left overnight. Step 4: Remove the now-dried sample from the oven and weigh it. Compare it to the data from the prior day. Step 5: Weigh the dry sample by dipping it into a graduated cylinder filled with water. The operation is completed after the data has been recorded. 2 EXPERIMENT I: METHANE PRODUCED BY USING FOOD WASTE 3. Result 3.1. Experiment figures & phenomenon Day 1: Figures of the mixture pH=6 Volume before = 780 (ml) Volume after = 880 (ml) →Δ V = 100 (ml) Figures of the sample Weight before dried = 48.3662 (g) Weight after dried = 48.8575 (g) →Δ m = 0.4913 (g) (wet sample weight) Day 2: Figures of the mixture Volume before = 710 (ml) Volume after = 860 (ml) →Δ V = 150 (ml) Figures of the sample Weight before = 48.3662 (g) Weight after = 48.0613 (g) →Δ m = 0.3049 (g) (dried sample weight) Volume before = 15.8 (ml) Volume after = 15.96 (ml) →Δ V = 0.16 (ml) (dried sample volume) Day 3: Figures of the mixture Volume before = 800 (ml) Volume after = 950 (ml) →Δ V = 150 (ml) Phenomenon: − There was bacteria accumulation in the bottle − Gas volume on day 2 did not change 3 EXPERIMENT I: METHANE PRODUCED BY USING FOOD WASTE 3.2. Calculation Density = m (mixture) / Δ V (DAY 1) = 60 / 100 = 0.6 (g/ml) Moisture = [m (wet sample) - m (dried sample)] / m (wet sample) = [(0.4913 – 0.3049) / 0.4913] x 100% = 37.94% Theory: CaHbOcNd + [(4a-b-2c+3d)/4] H2O b+2c+3d)/8] CO2 + dNH4 C60H94O37N + 75/4H2O → → [(4a+b-2c-3d)/8] CH4 + [(4a- 223/8CO2 + 257/8CH4 + NH3 m (dry sample) = 0.3049 (g) => n = 0.00021472 (mol) m (H2O) = m (wet sample) - m (dry sample) = 0.4913 - 0.3049 = 0.1864 (g) => n (H2O) = 0.01036 (mol) C60H94O37N + xH2O 0.00021472 → 0.00021472x (mol) Hydration : x = n (H2O) / n (dry sample) = 48.249 Compare with experiencial result: 46.033 / (75/4) = 2.573 times 2.573C60H94O37N + 48.249H2O 0.00021472 → 71.722CH4 + 82.658CO2 + 2.573NH3 (mol) 5.985x10(-3) 6.898x10(-3) 0.00021472 Volume (gas) = [ 5.985x10(-3) + 6.898x10(-3) + 0.00021472 ] x 22.4 = 0.2934 (ml) 4 EXPERIMENT I: METHANE PRODUCED BY USING FOOD WASTE 3.3. Discussion 3.3.1. What are the prerequisites needed for a biogas generation process? Biogas generation (usually an anaerobic process) is a multistep process in which complex organic (liquid or solid) wastes are gradually turned into low molecular weight products by various bacteria strains (Esposito et al., 2012). Anaerobic digestion biogas is a mixture of methane (CH4), carbon dioxide (CO2), and trace amounts of hydrogen sulfide (H2S), hydrogen (H2), nitrogen (N2), carbon monoxide (CO), oxygen (O2), water vapor (H2O), and other gases and vapors of various organic compounds. Many parameters influencing the operation of an anaerobic digester were examined and presented due to the intricacy of the bioconversion processes. Our group discussed with the teacher the final parameters required for the biogas generation process, which include water, temperature, and pH scale during the lab work. a. The temperature The most ideal temperature for ensuring methanogen activity under natural conditions is 35 (degrees Celsius). (Cioabla et al., 2012). The methane manufacturing process is weakened when the temperature lowers or changes abruptly. When the ambient temperature falls below 10 (degrees Celsius), methane gas decomposition virtually comes to a halt. b. pH The pH of the process also has a significant impact on methane production from anaerobic digestion. The ideal pH range in an anaerobic digester, according to Cioabla et al., 2012, is 6.8 to 7.2, while the process tolerance spans from 6.5 to 8.0. When the pH is more than 8 or less than 6, the bacterial group's activity declines fast. c. Water Hydration is another crucial aspect in the creation of biogas. Water is frequently a necessary component of the process when organic waste is converted into biogas. Water addition, according to Putri et al., 2012, will improve the quantity of biogas generated since it supports the two important processes in biogas generation (hydrolysis and acetogenesis) at a particular level. Overall, humidity levels of 91.5-96 percent are ideal for the growth of methanogenic bacteria. When humidity exceeds 96 percent, the rate of decomposition of organic materials can be slowed; gas generation is minimal. 5 EXPERIMENT I: METHANE PRODUCED BY USING FOOD WASTE 3.3.2. What caused the fermentation process to be so slow? The biogas volume remained constant for two days during our process, and the sample vial gathered several black batches. This is due to the fact that we did not remove the potato skin, which contains seeds and dirt, especially a chemical that may hinder the biological process. However, biogas production will not be fully halted; the process will continue, although at a slower pace. 3.3.3. What factors indicate that fermentation is occurring? The color of the combination changes to a darker tone, the smell changes, the pH changes, and so on. 4. Conclusion In conclusion, through this study, we see that methane can be generated from food waste. All the waste is fruit and vegetable that can be used in the methane production process. Therefore, this is also a great opportunity to produce an alternative fuel, which can be used for local purposes such as cooking, lighting, generating electricity, managing accumulated waste, and obtaining organic fertilizers. At the same time, waste from our daily activities is also minimized in the best way through this way, contributing to reducing the radiation of harmful gases that affect the atmosphere and substances that cause a lot of pollution. environmental problems. In addition, using food waste to generate methane helps to reduce many diseases caused by pollution problems. 6 EXPERIMENT II: SEASHELLS USED AS PARTIAL AGGREGATE REPLACEMENT IN CONCRETE 1. Purpose Construction plays an important role in people's lives, from large public works such as bridges, constructions such complete construction, activities, the which environment, Therefore, housing have on efforts concrete it had especially great construction as skyscrapers,... is a the to are construction. indispensable significant water replace being made, use smaller However, for in of namely to quarrying impact system the to on the our area. stone by in using seashells. In this experiment, we tried to replace the sand in the concrete mix by grinding seashells while the other ingredients remain the same such as cement, stone, water, etc. Products from seashells can be used as an aggregate substitute in concrete. This will help reduce the need for synthetic stone mining. 2. Methodology 2.1. Equipment 2.3. Process Step 1: The seashells should be smashed into small Electronic weight (maximum pieces by the hammer to make the grinding process capacity: 350g) easier. Grinder Step 2: Use the grinder to grind the small piece of Hammer seashells into sand form to replace the sand in the Mold concrete mixture. Peel Step 3: Use the peel to mix cement, rock and Bowl grinded seashells mixture in a bowl, and slowly add 2.2. Ingredients water, mix the mixture well. Cement: 351g Step 4: Pour the mixture into the mold and let it rest Water: 175.5 ml for a day. Rock: 74.61g Step 5: Take the product out of the mold the next Grinded seashells: 38.43g day. 7 EXPERIMENT II: SEASHELLS USED AS PARTIAL AGGREGATE REPLACEMENT IN CONCRETE 3. Result 3.1. Figures & Phenomenon As a result of mixing all the ingredients together, and letting it rest for a day, a concrete obtained sample as shown is by the following photo. -> The replacement of sand with seashell powder does not affect the quality of the concrete. construction, Therefore, in seashells can be used to replace sand. 3.2. Evaluation There is a problem encountered when the concrete sample is finished that is air bubbles. The higher the number of air bubbles, the lower the quality of the concrete block. These bubbles are caused by the technique of making the product as well as by the quality of the raw materials. There are several reasons for this phenomenon. The first may be due to the chemical reaction of water and cement. In the process of mixing the ingredients together, the cement and water have released heat to create air bubbles. In addition, the reason may be because the process of pouring the mixture into the mold was not compact, making the air bubbles still exist in the mixture. These errors can be overcome to create a finished product. 8 EXPERIMENT II: SEASHELLS USED AS PARTIAL AGGREGATE REPLACEMENT IN CONCRETE Solutions Vibrating the concrete mix when pouring: This can help remove all air bubbles that are present in the mix. Proper concrete mixing: Increase concrete mixing time. As the mixing time is extended, the air and water will break down in the process. As a result, the concrete mix will be more homogeneous. Slower pouring of concrete into the form: Sometimes a slow pour can prevent excess air from being trapped in the concrete while the formwork is being filled. 3.3. Recommendation There are many studies that show that there are many materials that can replace natural sand to create concrete such as waste plastic, fly ash, glass crumbs, rock dust,... This makes all kinds of plastic waste , broken glass bottles, glass windows, and mirrors are reused to avoid discharge into the environment causing environmental pollution. Besides, it also helps to avoid the depletion of construction sand in nature. 4. Conclusion In conclusion, the surface of the sample is quite smooth and the structure is quite stable and tough like a concrete mix using sand. It can be said that seashells can replace sand in concrete mixes. However, this was only a small-scale experiment with a small sample, so we cannot conclude whether this process can replace the original concrete production process on a large scale or not. But this method will help reduce the amount of sand used in the production of concrete and reduce the risk of depletion of sand resources due to the development of many related fields. At the same time, the amount of wasted seashells that we throw away is also significantly reduced. 9 REFERENCES S A c h i n a s . A n a e r o b i c B a s s a m A . M . A . T a y e h , Z e y a d , s e a s h e l l s r e v i e w , V o l u m e c ơ d B i o g a s D i g e s t i o n P r o p e r t i e s “ X â y 2 0 1 9 . a s ựng c e m e n t t h e P e e l s W . 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