HiI have come back again with another challenge.Please read the file for each task and write it as desired.Thanks Note: I attached five files,One – for InstructionsFoure – for Informations

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I have come back again with another challenge.

Please read the file for each task and write it as desired.

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Note: I attached five files,

One – for Instructions

Foure – for Informations

HiI have come back again with another challenge.Please read the file for each task and write it as desired.Thanks Note: I attached five files,One – for InstructionsFoure – for Informations
Course Work AL AMERAT SANITARY LANDFILL Name of the programme BEng Civil (GCU) Name of Module Advanced Solid Waste Management Aim The aim of this module is to provide the students with knowledge and practical insight of the important concepts, fundamental principles, design, and operation of an engineered landfill. Learning Outcomes Identify and discuss the public health, regulatory, planning, technical, economic principles that influences the solid waste management system within Oman Describe appropriate methods to minimize the impact to the public health from solid waste related activities. Analyze the importance of an integrated solid waste handling system including source reduction, recycling and reuse, composting, landfilling and combustion. Develop a more informed opinion on a variety of solid waste related issues. Task Requirement for the Report: Write a detailed report on the site visit (AL AMERAT SANITARY LANDFILL) for solid waste management. i.e., components and observations at the site. The contents and the requirements are shown in the following table. Item Contents Requirements 1. Introduction Brief introduction of the landfill site. Discuss Oman regulations of solid waste management system 2. Details of the project visited (Design aspect) Engineering design and details of specification. Draw an AutoCAD drawing showing the bottom layers, top layers and leachate collection system of an engineered landfill. Landfill area and volume calculations. 3. Details of the project visited (Operation aspect) The quantity of solid waste transported to the landfill for disposal. The details of daily cover. The leachate treatment and disposal method. 4. 4 R Technologies Discuss source reduction, recycle, reuse and recovery technologies. Discuss waste to energy technology. 5. Types of incinerators Draw a neat sketch of incinerators used for solid waste incineration. 6. Solid waste composting. Draw a neat sketch of composting pit and explain the process. 7. Integrated Solid Waste Management Oman hierarchy of Integrated Solid Waste Management. 8. Conclusion and future recommendations What did you learn from the study Improving measures, recommendations 9. References CCE Harvard Style should be followed for both in-text and listing references. Report requirement and submission Submit softcopy of the assignment. Report should be subjected to plagiarism checks with TURNITIN software and report must be included in the assignment. Report should not be less than 3000 words. Information and data on similar subject matter may be collected from Municipalities, Ministries, be’ah, Internet and other sources but must be referenced as suitable. Font size of body text should be 12 new times roman, headings 12 new times roman BOLD, subheadings 12 new times roman italic. Marking scheme Components Description 1 Field Visit Report Introduction of site and Oman regulations for solid waste management Details of the project visited (Design aspect) Details of the project visited, solid waste collection, landfill operation, leachate treatment (Operation aspect) Discuss 4R technologies to minimize the solid waste Types of incinerators. Composting methods Integrated Solid waste management related issues Conclusions and future recommendations References Instructions Plagiarism is a serious offence. In case of any plagiarism detected, penalty will be imposed leading to zero mark. Policy and guidelines for dealing with plagiarism and malpractice in examination can be viewed by clicking: http://portal.cce.edu.om/member/contentdetails.aspx?id=490 The course work shall be subject to plagiarism software check. Course work should be submitted on time. College guidelines on late submission of coursework can be viewed by clicking: http://portal.cce.edu.om/member/contentdetails.aspx?id=565 Course work should be submitted with an appropriate cover page, which can be obtained from the departmental assistant at the department. Name, student identification and title of the course work to be written clearly and legibly on the cover page. The completed course work is to be submitted to the departmental assistant on or before the deadline and record your name, date of submission and signature in the book with the departmental assistant. For online submission of course work, pdf file with appropriate cover page mentioning name of student, student number and title of the course work should be uploaded using the submission link created and made available by the module leader. Referencing Harvard Referencing (CCE Style) First Edition 2013 should be followed for both in-text and listing references. This downloadable document can be found in our CCE portal at: http://portal.cce.edu.om/member/contentdetails.aspx?cid=628 5
HiI have come back again with another challenge.Please read the file for each task and write it as desired.Thanks Note: I attached five files,One – for InstructionsFoure – for Informations
Al Amerat Leachate Treatment Plant Process Overview 1. Feed Biology 2. Denitrification/Nitrification • Treatment of highly loaded leachate • High -performance bioreactor: optimally adapted biogenesis and increased bio -activity through the combination of a biological system and an external membrane. 3. Ultrafiltration • Very high quality separation of the bacteria from filtrated water. Process Overview 1. Reverse Osmosis • Polishing of effluent after biological treatment • Very high permeate quality: water recycling / reuse for process water, irrigation etc. • For the removal of the remaining non -biodegradable COD, maximal reduction of TN/NO3 -N/NH4 -N and most of the dissolved salts. 5. Dewatering • Minimize excess of sludge powder 6. Cooling System • Control the temperature due to exothermic reactions in the removal of COD and NH4 -N Leachate Commissioning Overview 08.07.16 •Transfer of sludge from Qurayat in the system •Transfer of 10m3 of leachate in the system 10 – 11.07.16 •Treatment of 15m3 of leachate •COD and NH4 -N reduction are respectively of 95.29% and 99.13% 14 – 15.07.16 •Treatment of 25m3 of leachate •COD and NH4 -N reduction are respectively of 97.97% and 99.93% 16 – 17.07.16 •Treatment of 30m3 of leachate •COD and NH4 -N reduction are respectively of 94.74% and 99.93% 10m3 15m3 20m3 25m3 30m3 Flow of leachate treated in the first 10 days Parameters analysed ➢ On site ➢ E xternal laboratory (monthly); All previous parameters plus: – BOD5 – TSS NH4 – N Reduction NH4 -N reduction after UF process is of 99.46% NH4 -N reduction after RO process is of 99.95% 0 100 200 300 400 500 600 700 7/7/2016 7/8/2016 7/9/2016 7/10/2016 7/11/2016 7/12/2016 7/13/2016 7/14/2016 7/15/2016 7/16/2016 7/17/2016 7/18/2016 Parameter Value Evolution of NH4 -N at different stages of the process Average of Leachate – NH4-N [mg/l] Average of UF Permeate – NH4-N [mg/l] Average of RO Permeate – NH4-N [mg/l] COD reduction COD reduction by UF treatment is of 96% COD reduction by RO treatment is of 99.96% 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 7/7/2016 7/8/2016 7/9/2016 7/10/2016 7/11/2016 7/12/2016 7/13/2016 7/14/2016 7/15/2016 7/16/2016 7/17/2016 7/18/2016 Parameter Value Evolution of COD at different stages of the process Leachate – COD [mg/l] UF Permeate – COD [mg/l] RO Permeate – COD [mg/l] Conductivity reduction Conductivity reduction by UF treatment is of 87% Conductivity reduction by RO treatment is of 99.27% 0 5 10 15 20 25 30 7/7/2016 7/8/2016 7/9/2016 7/10/2016 7/11/2016 7/12/2016 7/13/2016 7/14/2016 7/15/2016 7/16/2016 7/17/2016 7/18/2016 Parameter Value Evolution of Conductivity at different stages of the process Average of Leachate – Conductivity [mS/cm] Average of UF Permeate – Conductivity [mS/cm] Average of RO Permeate – Conductivity [mS/cm] Thank you for your kind participation
HiI have come back again with another challenge.Please read the file for each task and write it as desired.Thanks Note: I attached five files,One – for InstructionsFoure – for Informations
AVERAGE 10.76% 3.58% 12.10% 6.96% 6.64% 6.66% 4.48% 20.30% 3.52% Column1 FOOD GREEN WASTE CARDBOARD PAPER TEXTILE SANITARY TEXTILE PLASTIC BOTTLES PLASTIC WRAPS OTHER PLASTICS 1 13.26% 1.85% 10.10% 12.69% 6.13% 2.64% 4.47% 13.26% 2.39% 2 14.45% 1.28% 11.77% 10.74% 8.53% 6.05% 2.55% 18.62% 4.30% 3 11.75% 0.62% 12.30% 9.93% 9.72% 7.35% 2.66% 20.43% 2.83% 4 8.71% 2.45% 15.93% 11.27% 5.33% 8.25% 6.27% 12.13% 2.11% 5 8.54% 3.02% 11.94% 8.93% 8.67% 4.26% 3.83% 19.29% 2.60% 6 8.56% 5.51% 12.77% 10.27% 7.04% 5.97% 5.57% 19.16% 1.58% 7 12.41% 4.55% 14.65% 9.14% 2.31% 8.23% 8.16% 13.00% 2.14% 8 6.78% 5.33% 10.89% 7.92% 8.35% 5.30% 3.81% 21.41% 2.97% 9 3.79% 5.68% 13.70% 6.70% 4.31% 5.94% 5.48% 12.91% 2.83% 10 17.84% 2.61% 9.86% 2.41% 7.99% 6.66% 2.82% 19.67% 3.35% 11 7.86% 3.26% 12.89% 6.34% 8.42% 8.30% 4.25% 17.24% 7.15% 12 8.36% 7.06% 12.96% 7.74% 6.07% 5.49% 3.86% 18.34% 4.49% 13 5.31% 3.39% 12.11% 4.98% 6.44% 6.82% 3.71% 24.99% 2.92% 14 8.51% 5.48% 11.02% 8.97% 7.91% 8.04% 4.64% 19.46% 3.94% 15 8.19% 6.08% 13.64% 5.74% 6.85% 7.48% 4.80% 24.22% 2.29% 16 7.28% 2.74% 14.90% 4.67% 6.49% 4.98% 4.78% 29.67% 2.32% 17 6.10% 1.81% 14.51% 7.76% 8.11% 6.90% 4.53% 20.95% 4.71% 18 6.26% 3.46% 13.91% 5.04% 5.26% 5.69% 4.26% 34.51% 1.27% 19 7.00% 3.60% 9.72% 7.49% 9.94% 3.83% 4.98% 29.14% 1.43% 20 10.85% 2.45% 12.06% 4.23% 3.41% 10.20% 4.60% 25.01% 3.64% 21 11.62% 2.65% 12.58% 3.24% 4.78% 9.70% 3.59% 20.12% 4.96% 22 14.09% 2.69% 10.88% 2.85% 8.47% 9.42% 4.42% 21.47% 4.78% 23 10.01% 5.89% 10.32% 4.88% 6.92% 6.46% 5.18% 19.53% 5.37% 24 25.48% 2.88% 8.30% 5.89% 4.16% 6.47% 4.45% 20.74% 5.22% 25 18.46% 1.88% 11.17% 5.45% 5.90% 7.01% 4.66% 17.45% 5.58% 26 18.40% 4.82% 9.75% 5.70% 5.02% 5.76% 4.09% 15.13% 4.32% Recycling and Waste Recovery -Oman -Landfills Operation Management – 3.06% 3.59% 1.64% 1.27% 2.23% 0.39% 0.59% 1.24% 10.89% METALS GLASS WOOD OTHER COMBUSTIBLES NON COMBUSTIBLES HAZARDOUS WASTE WEEE COMPLEXES Fine <20 3.37% 3.16% 1.69% 1.09% 0.65% 0.81% 0.53% 1.45% 20.40% 2.69% 2.53% 2.45% 4.48% 2.07% 1.15% 0.46% 0.61% 5.26% 2.79% 2.51% 1.08% 0.19% 1.02% 0.48% 0.17% 1.28% 12.88% 2.64% 4.03% 1.63% 1.02% 2.54% 0.84% 0.12% 1.29% 2.47% 4.09% 1.71% 1.79% 2.13% 0.02% 0.32% 0.86% 15.52% 2.09% 3.42% 0.63% 1.02% 2.26% 0.55% 0.01% 1.35% 12.23% 3.07% 4.98% 1.16% 1.11% 0.71% 0.06% 0.24% 1.48% 12.59% 2.64% 2.52% 1.71% 1.49% 2.83% 0.12% 0.40% 0.99% 14.55% 4.25% 4.24% 3.03% 1.57% 3.17% 0.65% 1.97% 2.56% 17.23% 2.69% 2.50% 1.27% 0.68% 1.92% 0.35% 0.35% 1.18% 15.88% 3.84% 5.30% 1.58% 1.03% 2.54% 0.04% 0.35% 0.71% 8.88% 3.52% 3.60% 1.61% 0.82% 1.53% 0.01% 0.15% 1.24% 13.17% 3.01% 3.55% 1.80% 0.97% 3.03% 0.08% 0.04% 0.83% 16.02% 2.74% 3.12% 0.98% 0.71% 1.70% 0.13% 0.38% 1.75% 10.53% 2.59% 2.89% 1.41% 1.18% 2.42% 0.43% 0.56% 0.78% 8.43% 1.63% 2.89% 2.09% 1.17% 1.78% 0.00% 0.41% 0.20% 12.02% 3.69% 4.72% 0.70% 0.31% 1.80% 0.00% 0.19% 0.31% 12.90% 2.37% 3.61% 1.53% 0.69% 2.71% 0.36% 1.30% 0.81% 6.95% 3.00% 3.16% 2.62% 1.23% 1.33% 1.13% 1.39% 0.89% 8.13% 3.41% 3.29% 0.87% 1.38% 3.94% 0.00% 0.08% 1.10% 9.46% 3.41% 3.95% 1.67% 1.72% 1.75% 0.32% 1.34% 1.62% 10.98% 2.64% 4.18% 1.32% 1.32% 3.27% 0.00% 0.00% 1.72% 6.47% 5.58% 3.63% 2.16% 1.29% 2.88% 0.70% 1.39% 2.15% 5.65% 2.69% 2.73% 1.25% 0.82% 1.88% 0.25% 0.29% 2.17% 4.31% 2.52% 3.85% 1.78% 1.64% 2.70% 0.88% 1.84% 1.73% 5.51% 4.16% 4.81% 2.93% 2.28% 3.54% 0.73% 0.98% 1.24% 6.36% 1.64% 1.27% 2.23% 10.76% 3.58% 12.10% 6.96% 6.64% 6.66% 4.48% 20.30% 3.52% 3.06% 3.59% 1.64% 1.27% 2.23% 0.39% 0.59% 1.24% 10.89% Al Multaqa Waste Characterisation FOOD GREEN WASTE CARDBOARD PAPER TEXTILE SANITARY TEXTILE PLASTIC BOTTLES PLASTIC WRAPS OTHER PLASTICS METALS GLASS WOOD OTHER COMBUSTIBLES HiI have come back again with another challenge.Please read the file for each task and write it as desired.Thanks Note: I attached five files,One - for InstructionsFoure - for Informations SUEZ AL BASHAER LLC ش رئاشبلا زيوس. م. م Al AMERAT SANITARY LANDFILL , Cell 1 / Cell 2 تارماعلاب يسدنهلا مدرملا ةلحرملا 1 , 2 OPERATION OF THE SANITARY LANDFILL FOR MUSCAT MUNICIPALITY Project History 2001 Project design ةيلخلا ميمصت1 2005 Cell 1 construction ةيلخلا ءاشنإ1 2011 Operation starting ليغشتلا ةيادب Closing old Dumpsite ةيئاوشعلا مدارملا قلاغإ 2014 Award of the Cell 2 construction & Operation و ءاشنلإا ةصقانم ءاسرإ ةيلخلل ليغشتلا2 عورشملا نع ةيخيرات ةحمل A comprehensive approach  Addressing the entire value chain of waste: from collection to treatment and resource recovery A coordination between multiple stakeholders  Communicating with all stakeholders (local residents, suppliers, scavengers … ) and all types of experts (management, technical and financial) A guaranteed quality  Complying with the highest environmental standards in the world SITA IN OMAN OUR ADDED VALUE IS BASED ON 3 KEY ELEMENTS 121 landfill sites operated* 121 يسدنه مدرم 18.5 million tonnes landfilled 18.5 نط نويلم نامع ةنطلس يف اتيس Nearly 100 years of experience in waste collection, recovery and landfilling worldwide SITA IN OMAN WHO BETTER THAN AN EXPERIENCED OPERATOR TO ASSIST YOU? Design ميمصت Building and/or Rehabilitation ليهأت ةداعإ وا ءاشنإ Operation ليغشت Operational feedback ليغشتلا تامولعم ةرادإ Research & Innovation راكتبلااو ثحبلا Customer feedback ءلامعلا تامولعم ةرادإ Financing ليومتلا Training بيردت After care & Mining ةيدعبلا ةياعرلا نامع ةنطلس يف اتيس ةبارق 100 حنأ عيمج يف رمطلاو ريودتلا ةداعإ تايافنلا عمج يف ةربخلا نم اماع ملاعلا ءا Site Resources Site Manager Site Supervisor 6 x Helpers 3 x Machine Operators 4 x Drivers 3 x Weighbridge 1 x LTP OP 3 x Security AL AMERAT SANITARY LANDFILL CELL 1 KEY FIGURES • Void Volume to filling : 1 000 000 m 3 • Start date : February 2011 • Expected life time : 4 years • Expected quantities : 250 000 tons per year • Actual quantities : > 800 Tons a day ( 7 days a week) • Opening Time : from 06.00 am to 22.00 pm ةلحرملا تارماعلاب يسدنهلا مدرملا 1 SUEZ Al Bashaer LLC O&M Project 2016 7 I SUEZ -Recycling and Waste Recovery -Oman Al Amerat Sanitary Landfill OPERATION PHASES 2-2015 5-2015 2010 ESTIMATION 2015 REALITY SUEZ -Recycling and Waste Recovery -Oman Al Amerat Sanitary Landfill ENVIRONMENT MONITORING WASTE CHARACTERIZATION AL AMERAT SANITARY LANDFILL CELL 1 OPERATION ليغشتلا لحارم AL AMERAT SANITARY LANDFILL SITA’S APPROACH TO ENGINEERED LANDFILLS AL AMERAT SANITARY LANDFILL CELL 2 ةلحرملا تارماعلاب يسدنهلا مدرملا 2 2400 000 ton 14.2 ha Lining Cell bottom Leachate treatment system Cell 1 covering Cell 2 In Progress final covering BioGas colletion & traitment Materials requirement and balance for the site operation 2.4 نط نويلم 14.2 راتكه ةيتحت ةيامح ةراصعلا ةجلاعم ةموظنم ةيلخلل ةلماك ةيطغت1 ةيلخلل مدقتلا بسح ةيطغت2 تاثاعبنلاا ةجلاعم و عيمجت. ةلحرم لاوط ةيمويلا ةيطغتلل ةمزلاا داوملا ريضحت ليغشتلا AL AMERAT SANITARY LANDFILL CELL 2 ةلحرملا تارماعلاب يسدنهلا مدرملا 2 AL AMERAT SANITARY LANDFILL CELL 2 The landfill engineering barrier will comply with USEPA design and technical requirements and will consist of the following lining system from bottom moving upward ad as shown in the below detail . ةيتحتلا ةيامحلا AL AMERAT SANITARY LANDFILL CELL 2 ةيتحتلا ةيامحلا AL AMERAT SANITARY LANDFILL CELL 2 The final cap has been designed and will be constructed using materials and methods such that it will perform to the above requirements over the design life of the Site. It will have a working life as defined in Specification ةيقوفلا ةيامحلا( ةيئاهنلا ةيطغتلا) AL AMERAT SANITARY LANDFILL CELL 2 ةيقوفلا ةيامحلا( ةيئاهنلا ةيطغتلا) Minimize leachate production  rainwater diversion  reduction of tipping area  daily soil covers Leachate drainage and collection AL AMERAT SANITARY LANDFILL CELL 2 ةراصعلا جاتنا نم ليلقتلاOpen Area 100 % rain fall Intermediate cover soil 28 % rain fall Clay cap (1 m) 20 % rain fall Clay cap and drainage 10 % rain fall Clay cap + geomembrane + drainage 2 % rain fall AL AMERAT SANITARY LANDFILL CELL 2 SABE here presents a reliable, flexible and very robust system for the treatment of the effluent which guarantees to meet the outlet requirements. ةراصعلا ةجلاعم AL AMERAT SANITARY LANDFILL CELL 2 We propose to treat the leachate using the following steps: • A Lagoon • An anaerobic pond • A Membrane BioReactor (MBR ) • 2 successive aeration basins for maximal COD/BOD 5 and NH 4-N reduction • Ultrafiltration for retention of biomass • A Reverse Osmosis (RO) plant for removal of non – biodegradable COD -fraction, Evaporation pond ةراصعلا ةجلاعم AL AMERAT SANITARY LANDFILL CELL 2 AERATION SYSTEM ULTRAFILTRATION (UF ) REVERSE OSMOSIS ANAEROBIC POND ةراصعلا ةجلاعم AL AMERAT SANITARY LANDFILL CELL 2 SABE will install an efficient and effective landfill gas management system to provide full environmental control by coordinating and integrating gas monitoring, collection, extraction and the gas supply to flare or utilization projects تاثاعبنلاا ةجلاعم و عمج BEST PRACTICE IN LANDFILL MANAGEMENT تاثاعبنلاا ةجلاعم و عمج BEST PRACTICE IN LANDFILL MANAGEMENT Pumping system Main pipe Gas flare Gas wells Valves Biogas capture & collection network Biogas flaring Biogas to energy Steam Electricity تاثاعبنلاا ةجلاعم و عمج THANK YOU! What other questions do you have ?

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