计划在TRANS MART大楼启动国内污水处理系统

Dwi Yono, Yusriani Sapta Dewi
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The method used in the implementation of this study planning was the preparation of reports that included analysis of waste characteristics; review of literature studies that are used to study supporting theories during conducting problem analysis and discussion so that they can be considered into the planning of wastewater treatment institu- tions that will be carried out; collection of primary data and secondary data as material for study of wastewater treatment plant planning; and design, calculation of the dimensions of the wastewater treatment plant, technical specifications. Planning criteria, among others: processing efficiency and achieving target results in accordance with desired quality standards; land area needed; and care must be easy and simple. 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引用次数: 0

摘要

本研究旨在设计一个污水处理厂(WWTP)的设计;在其他地方建造污水处理厂的参考资料;并对废水进行处理,使其对周围环境无害。2018年3月至6月,研究地点在雅加达Transmart大楼。在实施这项研究规划时使用的方法是编写报告,其中包括对废物特性的分析;在进行问题分析和讨论时,对文献研究进行综述,以研究支持理论,以便将其纳入将要实施的污水处理机构的规划中;收集污水处理厂规划研究的一手资料和二次资料;并设计、计算了污水处理厂的尺寸、技术指标。规划标准,其中包括:加工效率和按照期望的质量标准实现目标结果;所需土地面积;护理必须简单易行。结果表明,通过对建筑面积的计算得出,Transmart建筑为满足每平方米洁净水的需求,预计用水量约为59.97 m³/ d。曝气池容积及曝气1号尺寸:长3.35 m,宽4.450 m,深2.550 m,自由空间高0.625 m,容积38.01 m³。曝气2:长3.375 m,宽4.450 m,深2.550 m,自由空间高度0.625 m,容积38.3 m³。总曝气体面积= 76,315 m。浴盆沉降:长3.35 m,宽2.850 m,深2.350 m,自由空间高0.90 m,容积38.3 m³。体积:13.7。浴缸均衡:长2.625 m,宽5.975 m,深2.60 m,自由空间高0.575 m,容积40 m³。在设计规划安装废水处理系统时,应对活性污泥进行添加或进一步处理,使处理后的水可以重复使用而不浪费,如过滤,使其可用于洗涤车辆、浇灌植物等。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH DOMESTIK SYSTEM LUMPUR AKTIF DI GEDUNG TRANS MART
This study aims to design a waste water treatment plant (WWTP) design; reference in making WWTP in another place; and do waste water treatment so it is not harmful to the surrounding environment. The location of the research in the Jakarta Transmart building, when this research was conducted in March to June 2018. The method used in the implementation of this study planning was the preparation of reports that included analysis of waste characteristics; review of literature studies that are used to study supporting theories during conducting problem analysis and discussion so that they can be considered into the planning of wastewater treatment institu- tions that will be carried out; collection of primary data and secondary data as material for study of wastewater treatment plant planning; and design, calculation of the dimensions of the wastewater treatment plant, technical specifications. Planning criteria, among others: processing efficiency and achieving target results in accordance with desired quality standards; land area needed; and care must be easy and simple. The results showed that the estimated discharge of water requirements found in the Transmart building was around 59.97 m³ / day, obtained from the calculation of the area of the building building to meet the needs of clean water needed per square meter. Aeration tank volume and Aeration 1 dimensions: 3.35 m long, 4.450 m wide, 2.550 m depth, 0.625 m free space height, 38.01 m³ volume. Aeration 2: 3.375 m long, 4.450 m wide, 2.550 m depth, 0.625 m free space height, 38.3 m³ volume. Total aeration body area = 76,315 m. Tub sedimentation: 3.35 m long, 2.850 m wide, 2.350 m depth, 0.90 m free space height, 38.3 m³ volume. Volume: 13.7. Tub Equalization: 2.625 m long, 5.975 m wide, 2.60 m depth, free space height 0.575 m, volume 40 m³. In the design of planning the installation of wastewater treatment systems for activated sludge should be added or further processing so that the water from processing can be reused and not wasted, such as filtration so that it can be used such as for washing vehicles, watering plants etc.
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