شماره ركورد :
1281129
عنوان مقاله :
ﺷﺒﯿﻪﺳﺎزي ﮔﺎم ﺑﻪ ﮔﺎم ﻫﺎﺿﻢ ﺑﯽﻫﻮازي ﻟﺠﻦ ﻓﺎﺿﻼب ﺷﻬﺮي ﺑﺎ ﻫﻢزﻧﯽ ﻧﻮﻣﺎﺗﯿﮑﯽ
عنوان به زبان ديگر :
Step-by-step Simulation of Gas-lift Anaerobic Digester of Municipal Wastewater Sludge
پديد آورندگان :
ﺑﺎوﻟﯽ ﺑﻬﻤﺌﯽ، داود داﻧﺸﮕﺎه ﺗﺒﺮﯾﺰ - داﻧﺸﮑﺪه ﮐﺸﺎورزي - ﮔﺮوه ﻣﻬﻨﺪﺳﯽ ﺑﯿﻮﺳﯿﺴﺘﻢ، آذرﺑﺎﯾﺠﺎن ﺷﺮﻗﯽ، اﯾﺮان , ﻋﺠﺐ ﺷﯿﺮﭼﯽ، ﯾﺤﯿﯽ داﻧﺸﮕﺎه ﺗﺒﺮﯾﺰ - داﻧﺸﮑﺪه ﮐﺸﺎورزي - ﮔﺮوه ﻣﻬﻨﺪﺳﯽ ﺑﯿﻮﺳﯿﺴﺘﻢ، آذرﺑﺎﯾﺠﺎن ﺷﺮﻗﯽ، اﯾﺮان , ﻋﺒﺪاﻟﻪ ﭘﻮر، ﺷﻤﺲ اﻟﻪ داﻧﺸﮕﺎه ﺗﺒﺮﯾﺰ - داﻧﺸﮑﺪه ﮐﺸﺎورزي - ﮔﺮوه ﻣﻬﻨﺪﺳﯽ ﺑﯿﻮﺳﯿﺴﺘﻢ، آذرﺑﺎﯾﺠﺎن ﺷﺮﻗﯽ، اﯾﺮان , آﺑﺪاﻧﺎن ﻣﻬﺪي زاده، ﺳﺎﻣﺎن داﻧﺸﮕﺎه ﻋﻠﻮم ﮐﺸﺎورزي و ﻣﻨﺎﺑﻊ ﻃﺒﯿﻌﯽ ﺧﻮزﺳﺘﺎن - داﻧﺸﮑﺪه ﻣﻬﻨﺪﺳﯽ زراﻋﯽ و ﻋﻤﺮان روﺳﺘﺎﺋﯽ - گروه ﻣﻬﻨﺪﺳﯽ ﻣﮑﺎﻧﯿﮏ ﺑﯿﻮﺳﯿﺴﺘﻢ، اﻫﻮاز، اﯾﺮان
تعداد صفحه :
18
از صفحه :
91
از صفحه (ادامه) :
0
تا صفحه :
108
تا صفحه(ادامه) :
0
كليدواژه :
آﻧﺎﻟﯿﺰ ﻟﺠﻦ ﺧﺎم , ﭘﺮدازش ﺗﺼﻮﯾﺮ , ﺑﺎﻓﻞ آوﯾﺰان , دﯾﻨﺎﻣﯿﮏ ﺳﯿﺎﻻت ﻣﺤﺎﺳﺒﺎﺗﯽ , CFD , ﻟﻮﻟﻪي ﮔﺎز ﺑﺎﻻﺑﺮ
چكيده فارسي :
ﻫﺪف از اﯾﻦ ﭘﮋوﻫﺶ اراﺋﻪي ﯾﮏ اﺳﺘﺮاﺗﮋي ﺑﺮاي ﻃﺮاﺣﯽ و ﺷﺒﯿﻪﺳﺎزي ﯾﮏ ﻫﺎﺿﻢ ﺑﯽﻫﻮازي ﺑﺮاي ﻫﻀﻢ ﻟﺠﻦ ﺧﺎم ﻓﺎﺿﻼب ﺷﻬﺮي ﺑﺮ اﺳﺎس اﻟﮕﻮﻫﺎي ﺟﺮﯾﺎن درون ﻫﺎﺿﻢ و ﺑﺮرﺳﯽ ﺷﺮاﯾﻂ رﺳﻮب ﻟﺠﻦ در اﯾﻦ ﻫﺎﺿﻢ ﺑﯽﻫﻮازي ﺑﻮد. ﺑﻪ اﯾﻦ ﻣﻨﻈﻮر، ﺷﺒﯿﻪﺳﺎزيﻫﺎ ﺑﺮ اﺳﺎس ﯾﮏ اﺳﺘﺮاﺗﮋي ﮔﺎم ﺑﻪ ﮔﺎم اﻧﺠﺎم ﺷﺪ. اﺑﺘﺪا ﺳﺮﻋﺖ ﮔﺎز ورودي ﺑﻪ ﻫﺎﺿﻢ ﺑﯿﻮﮔﺎز ﺗﻌﯿﯿﻦ ﺷﺪ و در ﻣﺮاﺣﻞ ﺑﻌﺪ، ﺑﻪ ﺗﺮﺗﯿﺐ ﻟﻮﻟﻪي ﮔﺎز ﺑﺎﻻﺑﺮ و ﺑﺎﻓﻞ آوﯾﺰان ﻣﺨﺮوط ﻧﺎﻗﺺ ﺷﮑﻞ ﺑﻪ ﻃﺮاﺣﯽ ﻫﺎﺿﻢ اﺿﺎﻓﻪ ﺷﺪه و ﺷﺒﯿﻪﺳﺎزيﻫﺎ اﻧﺠﺎم و ﻣﺸﺨﺼﺎت آﻧﻬﺎ ﺗﻌﯿﯿﻦ ﺷﺪ. ﺷﺒﯿﻪﺳﺎزي ﺑﺮاي ﯾﮏ ﻫﺎﺿﻢ اﺳﺘﻮاﻧﻪاي در ﻣﻘﯿﺎس ﭘﺎﯾﻠﻮت اﻧﺠﺎم ﺷﺪ. ﯾﮏ ﻫﺎﺿﻢ اﺳﺘﻮاﻧﻪاي ﺷﻔﺎف ﺑﺮ اﺳﺎس ﻧﺘﺎﯾﺞ ﺑﺪﺳﺖ آﻣﺪه از ﺷﺒﯿﻪﺳﺎزيﻫﺎي دﯾﻨﺎﻣﯿﮏ ﺳﯿﺎﻻت ﻣﺤﺎﺳﺒﺎﺗﯽ )CFD( ﺳﺎﺧﺘﻪ ﺷﺪ. آﻧﺎﻟﯿﺰ ﻟﺠﻦ و ﺗﻌﯿﯿﻦ ﺳﺮﻋﺖ رﺳﻮب ﻟﺠﻦ ﺑﺎ اﺳﺘﻔﺎده از ﻓﺮآﯾﻨﺪ ﭘﺮدازش ﺗﺼﻮﯾﺮ و ﺗﻌﯿﯿﻦ اﻧﺪازه ذارت ﻟﺠﻦ و درﺻﺪ ﻫﺮ ﯾﮏ از آﻧﻬﺎ ﺑﺮ اﺳﺎس ﺟﺎﻣﺪات ﮐﻞ )TS( ﻟﺠﻦ اﻧﺠﺎم ﺷﺪ. ﺑﺮ اﺳﺎس ﻧﺘﺎﯾﺞ ﺑﺪﺳﺖ آﻣﺪه ﺗﻨﻬﺎ در ﻧﺎﺣﯿﻪي ﮐﻮﭼﮑﯽ از ﮐﻒ ﭼﺴﺒﯿﺪه ﺑﻪ دﯾﻮارهي ﻫﺎﺿﻢ ﺳﺮﻋﺖ ﺳﯿﺎل ﮐﻤﺘﺮ از ﺳﺮﻋﺖ رﺳﻮب ﺑﺰرﮔﺘﺮﯾﻦ ذرات ﻣﻮﺟﻮد در ﻟﺠﻦ ) 5- 10 ×4/71 ﻣﺘﺮ ﺑﺮ ﺛﺎﻧﯿﻪ( اﺳﺖ و اﻣﮑﺎن رﺳﻮب ﺑﺨﺶ ﺑﺴﯿﺎر ﮐﻤﯽ از اﯾﻦ دﺳﺘﻪ از ذرات در اﯾﻦ ﻧﺎﺣﯿﻪ وﺟﻮد داﺷﺘﻪ، ﮐﻪ ﻣﻮﻓﻖ ﺑﻮدن ﻃﺮاﺣﯽ ﻫﺎﺿﻢ ﺑﺮ اﺳﺎس ﺷﺒﯿﻪﺳﺎزي ﮔﺎم ﺑﻪ ﮔﺎم و اﻟﮕﻮﻫﺎي ﺟﺮﯾﺎن ﺑﺮاي ﻫﻢزﻧﯽ در ﻫﺎﺿﻢﻫﺎي ﺑﯽﻫﻮازي ﮔﺎز ﺑﺎﻻﺑﺮ را ﺗﺎﺋﯿﺪ ﮐﺮده و ﻧﺸﺎن داد روﻧﺪ ﺷﺒﯿﻪﺳﺎزي ﮔﺎم ﺑﻪ ﮔﺎم روﺷﯽ ﻣﻨﺎﺳﺐ ﺑﻮده و ﻣﯽﺗﻮاﻧﺪ ﺑﺮاي ﺷﺒﯿﻪﺳﺎزي ﻫﺎﺿﻢﻫﺎي ﺑﯽﻫﻮازي ﺑﯿﻮﮔﺎز ﺑﺎ ﻫﻢزﻧﯽ ﻧﻮﻣﺎﺗﯿﮑﯽ ﺑﺎ ﻣﻮﻓﻘﯿﺖ اﺳﺘﻔﺎده ﺷﻮد.
چكيده لاتين :
The purpose of this study was to present a strategy for designing and simulating an anaerobic digester for the digestion of raw municipal sewage sludge, based on the flow patterns within the digester, and to investigate the sediment deposition conditions in this anaerobic digester. For this purpose, the simulations were performed based on a step-by-step strategy. First, the inlet gas velocity to the digester was determined, then in the next steps, the draft tube and the conical hanging baffle were added to the digester design, respectively, and simulations were performed with them and determined their characteristics. Simulations were performed for a pilot-scale cylindrical digester. A transparent cylindrical digester was built based on the computational fluid dynamics (CFD) simulations results. Sludge analysis was performed, and determine the sludge sedimentation velocity using the image processing process, so the sludge particle size and each percentage of them based on the total solids (TS) of sludge was performed. According to the results, only in a small area of the floor attached to the digester wall, the velocity of the fluid is less than the sedimentation velocity of the largest particles in the sludge (4.71 × 10-5 m / s) so there was a sedimentation possibility of a small amount of these particles in this area, which confirmed the success of digester design based on step-by-step simulation and flow patterns for mixing in a gas-lift anaerobic digester and showed a step-by-step simulation strategy is suitable and can be used to simulate gas-lift anaerobic digesters successfully.
سال انتشار :
1401
عنوان نشريه :
مهندسي بيوسيستم ايران
فايل PDF :
8648084
لينک به اين مدرک :
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