大阿克拉地区粪便污泥理化特性的综合研究及其作为绿色能源原料的潜力分析

Issahaku Ahmed, Dennis Ofori-Amanfo, E. Awuah, Florence Cobbold
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引用次数: 23

摘要

粪便污泥管理系统处理厂的设计依赖于对FS(粪便污泥)特性的全面准确了解,但缺乏这些信息。加纳等发展中国家的大部分城市人口(阿克拉)依赖现场卫生系统,由于缺乏关于初级脱水后未经处理的粪便污泥理化特性的全面研究数据,因此面临着许多FSM(粪便污泥管理)设计挑战。实现完全可操作的FSM链意味着对FS的特性及其一次脱水后的动力学有很好的了解。进行了一项研究,以确定被带到阿克拉大都会薰衣草山处理厂及其周边地区的粪便污泥的特性,以确保处理后产品的可处理性和用途。该处理厂平均每天接收150辆卡车(1350立方米),其中58%来自私人住宅,42%来自公共厕所。综合样本取自公共和私人厕所设施。从储存公共和私人设施粪便污泥的蓄水池中采集样本,每天进行检查并进行表征。所获得的值显示出高浓度的BOD和COD值。COD与BOD的比值表明,粪便污泥尚未稳定,可以进一步降解。干污泥的热值为15.16-15.82 MJ/kg,湿污泥的热值则为16.39–18.31 MJ/kg。污泥的热值足够用作绿色能源发电的潜在原料。粪便污泥中COD和有机物的高浓度使其足以用于沼气生产。热值和TVS之间的良好相关性(r=0.909,R2=82.6%)为CV=0.122TVS+7.44。重金属浓度较低,符合EPA加纳污泥指南。因此,处理后的产品可以用于农业目的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Comprehensive Study on the Physicochemical Characteristics of Faecal Sludge in Greater Accra Region and Analysis of Its Potential Use as Feedstock for Green Energy
Design of treatment plants for faecal sludge management systems relies on a comprehensive accurate knowledge of FS (faecal sludge) characteristics, but this information is lacking. Developing countries like Ghana, where large proportion of the urban population (Accra) rely on onsite sanitation systems, face a lot of FSM (faecal sludge management) design challenges as a result of lack of a comprehensive study data on physicochemical characteristics of raw faecal sludge after primary dewatering. Achieving a fully operational FSM chain would imply a well understanding of the characteristics of the FS and its dynamics after primary dewatering. A study was carried out to determine the characteristics of faecal sludge brought to the Lavender Hill treatment plant, Accra Metropolis, and environs to ensure the treatability and uses of the products after treatment. The treatment plant receives an average of 150 trucks (1350m3) a day with 58% coming from private homes and 42% from public toilets. Composite samples were made from both public and private toilets facilities. Samples were taken from a reservoir holding faecal sludge from both public and private facilities, examined on daily basis and characterized. The values obtained showed high concentrations of BOD and COD values. The COD: BOD ratios showed that the faecal sludge is not stabilized yet and can be further degraded. The calorific value for the dry sludge was found to be 15.16-15.82 MJ/kg and 16.39–18.31 MJ/kg for the wet sludge. The calorific value of the sludge is adequate enough to be used as potential feedstock for green energy generation. The high concentrations of COD and organic matter of the faecal sludge make it suitable enough for biogas generation. A good correlation (r=0.909,R2=82.6%) between the calorific value and the TVS was found to be CV=0.122TVS+7.44. Heavy metal concentrations were low and satisfied the EPA Ghana guidelines for sludge. Thus products from the treatment can be used for agricultural purposes.
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