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Register a new userEffect of The Biogas on Pipes and The related Used Equipments in Damascus Wastewater Treatment Plant
تأثير الغاز الحيوي في الأنابيب و التجهيزات التي تستخدمه في محطة معالجة مياه الصرف الصحي بدمشق
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تعد مشكلة تآكل أنابيب نقل الغاز الحيوي و التجهيزات التي تستخدم هذا الغاز مثل مجموعات التوليد الكهربائية و الحراقات و الضواغط في محطة معالجة مياه الصرف الصحي لمدينة دمشق (الكائنة في عدرا) من المشاكل المهمة التي تعاني منها المحطة على صعيد الواقع، لما يلحقه من أضرار اقتصادية و مادية بذلك المرفق الحيوي مما استدعى الدراسة و البحث. و الغاز الحيوي هو ناتج عملية الهضم والتخمير اللا هوائي لمخلفات المعالجة (الحمأة)، ويحوي هذا الغاز نسبة جيدة ( 50-70%) من الميتان ذي الطاقة الحرارية الفعالة بالغاز، و تعد تلك الطاقة شبه مجانية نظراً إلى انطلاق الغاز الحيوي بشكل تلقائي من عمليات المعالجة. إذ درِس خلال البحث الغاز الحيوي الناتج عن عمليات المعالجة بالمحطة و أُجرِيت التحاليل المخبرية عليه لفحص مكوناته، فضلاً عن اختبار مادة الأنابيب و الترسبات المتراكمة داخلها جراء مرور الغاز بها.
The corrosion of biogas pipes and equipments damage as generators, boilers and coprocessors is one of the most real important problems in Damascus wastewater treatment plant (at Adra region). These problem caused high financial losses and costs , that it required studying and solving. Biogas is the result of an aerobic digestion process of sludge, it contains about 50-70% of methane as a main resource of power, where the biogas considers free when it release spontaneity. Different analysis have been occurred on the biogas to show its components, tests on the pipes material and analysis of sediment material inside the pipes that caused by biogas.
Artificial intelligence review:
Research summary
تناقش الورقة البحثية تأثير الغاز الحيوي على الأنابيب والتجهيزات المستخدمة في محطة معالجة مياه الصرف الصحي بدمشق. الغاز الحيوي هو ناتج عملية الهضم والتخمير اللاهوائي لمخلفات المعالجة، ويحتوي على نسبة عالية من الميثان. تركز الدراسة على مشكلة تآكل الأنابيب والتجهيزات بسبب مكونات الغاز الحيوي مثل كبريت الهيدروجين وثاني أكسيد الكربون والرطوبة والبكتيريا. تشير النتائج إلى أن هذه المكونات تسبب تآكلًا نقطيًا بمعدل يصل إلى 1 مم/سنة. توصي الدراسة بتركيب منظومة لتصفية الغاز الحيوي وفلترته فور استحصاله، واستبدال الأنابيب المتآكلة بأخرى من مواد مقاومة للتآكل مثل HDPE، بالإضافة إلى وضع صمامات تفريغ في النقاط السفلية من دارة الأنابيب. كما تقترح الدراسة استثمار الغاز في تعبئة الأسطوانات المنزلية بدلاً من حرقه، وتأكيد أهمية الصيانة الدورية والوقائية ونظام الأمن الصناعي والسلامة المهنية.
Critical review
دراسة نقدية: تقدم الورقة البحثية تحليلًا شاملاً لمشكلة تآكل الأنابيب والتجهيزات في محطة معالجة مياه الصرف الصحي بدمشق، وتقدم توصيات عملية لحل المشكلة. ومع ذلك، يمكن تحسين الدراسة من خلال تقديم مزيد من التفاصيل حول تكلفة تنفيذ التوصيات المقترحة وتأثيرها الاقتصادي على المدى الطويل. كما يمكن أن تكون الدراسة أكثر شمولية إذا تناولت تجارب مماثلة في محطات معالجة أخرى لتقديم مقارنة أوسع. بالإضافة إلى ذلك، قد يكون من المفيد تضمين تقييم بيئي لتأثير استخدام الغاز الحيوي في تعبئة الأسطوانات المنزلية مقارنة بحرقه.
Questions related to the research
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ما هي المكونات الرئيسية للغاز الحيوي التي تسبب التآكل في الأنابيب؟
المكونات الرئيسية التي تسبب التآكل هي كبريت الهيدروجين (H2S) وثاني أكسيد الكربون (CO2) والرطوبة والبكتيريا.
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ما هو معدل التآكل الذي تم تحديده في الدراسة؟
تم تحديد معدل التآكل بأنه يصل إلى 1 مم/سنة.
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ما هي التوصيات الرئيسية التي قدمتها الدراسة لحل مشكلة التآكل؟
التوصيات تشمل تركيب منظومة لتصفية الغاز الحيوي وفلترته، استبدال الأنابيب المتآكلة بأخرى من مواد مقاومة للتآكل مثل HDPE، ووضع صمامات تفريغ في النقاط السفلية من دارة الأنابيب.
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كيف يمكن استثمار الغاز الحيوي بدلاً من حرقه؟
يمكن استثمار الغاز الحيوي في تعبئة الأسطوانات المنزلية بدلاً من حرقه، مما يوفر مصدرًا للطاقة ويقلل من التلوث البيئي.
References used
Bruce Brown, Kun-Lin Lee, "Corrosion In Multiphase Flow Containing Small Amounts Of H2s ", Institute for Corrosion and Multiphase Technology, Ohio University, Athens, Ohio 45701, 2003
Bruce Brown, Shilpha Reddy Parakala, Srdjan Nesic, "Co2 Corrosion In The Presence Of Trace Amounts Of H2s", Institute for Corrosion and Multiphase Technology, Ohio University Athens, Ohio 45701, 2004
Documents & drawings from Damascus wastewater treatment plant
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As a result of increased environmental awareness and interest in the effective protection
of the environment from pollution, the restrictions have increased on the disposal of
wastewater, and the need to the treatment plants has arisen to treat the
wastewater prior to
disposal in water bodies, whether water from either large or small communities. As a result of
the importance of these facilities and cost of material massive construction, operation and
maintenance. In order to facilitate the design process and calculate the initial cost it was issued
some software that helps engineer in the design of the various parts of the station, and in order
to choose the equipments and comparison between several alternatives in objective ways to
choose the most appropriate. Some of these programs are dynamics. It has the ability to
simulate the work of the treatment plant along the time and predict its efficiency and
performance. STOAT is a software that aims to model and simulate wastewater and industrial
wastewater treatment plant, and it is one of the newest technology that uses the latest
developments in process modelling, simulation and a wide range of tools that simplifies the
model building and simulation and give the results in graphics and tables, allowing us to
examine the complex interactions between the various units within the station by interactive
and dynamic methods and this is important for the effective design, operation and management
of wastewater treatment plants. Hence, we take the coastal area as a case study where there are
number of modern wastewater treatment plants of small agglomeration and is being work, as
Kherbet al-Maaze wastewater treatment plant in Tartous. Using STOAT, the study shows a
good efficiency and performance of Kherbet al-Maaze WWTP using (ASM1,ASAL1) models,
and we could build several scenarios like arrival of high pollution load to the station in order to
evaluate and predict its performance.
The activated sludge is one of the most common methods of sewage treatment , which has been studied through to find the relation between sedimentation properties and the performance of aeration units. sedimentation experiments were applied on a highl
y- aerated activated sludge experimental treatment plant .Also, another experiments were applied on Marj Maerban treatment plant which is operated using the extended aeration method in order to find the Factors influencing the settling of activated sludge . These experiments were done using the Sludge volume index (SVI) ,the maximum velocity sedimentation rate (UMAX) and the time corresponding to the maximum velocity of sedimentation (TUMAX).In experimental treatment plant. We found that the sedimentation experimental parameters (Vo, n) are very sensitive and can be changed significantly with changing the values of suspended solids (MLSS) in the aeration tank. The mathematical relationships can be used to predict the value of (Vo, n) as well as designing and selecting the operating system of sludge without resorting to a conventional sedimentation tests . We also found in the extended aeration the maximum velocity sedimentation rate (UMAX) is the most important in settling process as we got some good correlation coefficients (R2) between UMAX and (TUMAX, MLSS, SVI) was at a temperature (20OC) were respectively (98, 96,98%), and when the temperature (17 OC) respectively (97,96,97%) which is almost the same values. We noticed that the sludge volume index (SVI) is closely associated with the settling parameters (UMAX, TUMAX) with the correlation coefficients were respectively (98,99%) on the temperature of (20OC) and (98,97%) on the temperature of (17OC) . Velocity sedimentation rate (UMAX) was the largest and deposition time (TUMAX) was smaller on the temperature of (20OC) Indicating an improved sedimentation with higher temperatures . Subsequently, temperature is an influential factor on deposition and It is necessary to be taken into account in the design and operation of activated sludge treatment plan.
The importance of this study is focused on evaluating the quality of pollutants that are dumped into the sewers associated with the analysis laboratories and the various clinics located in the scientific centers of the University of Aleppo.
Poultry litter is an organic waste in Syria which can be a source of clean
energy if treated anaerobically. This research aimed to investigate the effect of
mechanical pretreatment of poultry litter in producing biogas and methane.
Experiments wer
e performed in units of fermentation laboratory on samples
ground spread over parts diameters 1 mm, 3 mm, and 10 mm at at 37°C
temperature, for a period of 42 days and compared with untreated samples
mechanically.
This research has included quarterly and periodically physical and chemical analysis of treatment wastewater in the Latakia countryside during year 2011 by testing three treatment plants similar in the mechanism of action and distributed in three v
illages (Happit, Al-Harah, Marg Moairban).
This study has included the measurement of temperature, pH, dissolved oxygen, turbidity, and determination of nitrate, phosphate, sulfate, and chloride.
In this research, potentiometric using Selective Electrodes ISEs, the Visible Spectrum, and the Turbidimetry methods were used.
The results showed significant differences in concentrations of the studied ions between one station to another. The highest nitrate concentrations (228.33mg/l) were recorded in Happit treatment plant especially in summer, and the highest phosphate concentrations (41.81mg/l) were in Happit treatment plant in summer. Whilst the highest sulfate concentrations which ranged between (508.67– 1157.33)mg/l were in Al-Harah treatment plant at all seasons. The highest chloride concentrations (310.33mg/l) recorded in Happit treatment plant in summer.
The statistical study has demonstrated and showed high and sometimes low correlation coefficient R2 so that gives clear indications about the sources of pollution.
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