PEMILIHAN FONDASI CSTR UNTUK PRODUKSI BIOGAS DARI POME DALAM RANGKA MENINGKATKAN PENGEMBANGAN ENERGI TERBARUKAN

H. Hidayat, Samdi Yarsono, Imaduddin Haq, K. K. Ola, Agus Hadi Santosa Wargadipura, W. Wulandari, Bambang Muharto
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Abstract

Renewable energy development for power generation is in line with the government's program toincrease the share of renewable energy in the national energy mix which is relatively small at themoment. BPPT, collaborating with PTPN 5 in the Insinas Flagship program, built a pilot plant for biogasproduction from Palm Oil Mill Effluent (POME) with a capacity of 700 kW. The reactor used in this pilotproject is a Continuous Stirred Tank Reactor (CSTR) which is the most important operating unit forproducing biogas from POME. Therefore, the selection of the CSTR foundation is crucial since themain process occurs in the reactor. The scope of this activity is to realize the final design into theconstruction of a CSTR pilot plant. Several types of foundations were studied, starting from shallowfoundation type such as tread foundation, deep foundation, until combining shallow foundation typewith deep foundation type. The evaluation of existing data and design review indicates that the use ofMat Foundation is not suitable due to soil condition at a depth of 0–5m which is in the form of sandyloam soil with an NSPT value of less than 20. The selection of Piles is based on the calculations usingtotal vertical load of 3035,37 ton and total horizontal load of 542,57 tons. Considering the availability ofmaterials and time concern, the recommended foundation type is pile with a diameter of 600 mm typeB and a length of 12 m.
为促进可再生能源的发展,从POME生产沼气为基础的CSTR选举
可再生能源发电的发展符合政府增加可再生能源在国家能源结构中的份额的计划,目前可再生能源在国家能源结构中的份额相对较小。BPPT在Insinas旗舰项目中与PTPN 5合作,建立了一个容量为700千瓦的棕榈油厂废水(POME)沼气生产试验工厂。本中试项目采用的反应器为连续搅拌槽式反应器(CSTR),它是POME制沼气最重要的操作装置。因此,CSTR基础的选择是至关重要的,因为主要过程发生在反应器中。本次活动的范围是将最终设计转化为CSTR中试工厂的建设。研究了几种基础类型,从浅基础类型如踏面基础、深基础开始,到浅基础类型与深基础类型相结合。对现有资料的评价和设计复核表明,0 ~ 5m土层为砂质土,NSPT值小于20,不适合采用mat地基。桩的选择是根据竖向总荷载3035.37吨和水平总荷载542.57吨计算得出的。考虑到材料和时间的限制,建议采用直径600mm、长度12m的b型桩。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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