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不同现场卫生系统粪便污泥的非结合水-结合水界面的测定

Determination of unbound-bound moisture interface of faecal sludges from different on-site sanitation systems.

作者信息

Rayavellore Suryakumar Arun Kumar, Mercer Edwina, Pocock Jonathan, Septien Santiago

机构信息

WASH R&D Centre, Dept. of Chemical Engineering, University of KwaZulu-Natal, Durban, South Africa.

Department of Chemical Engineering, University of KwaZulu-Natal, Durban, South Africa.

出版信息

Heliyon. 2025 Jan 17;11(2):e42091. doi: 10.1016/j.heliyon.2025.e42091. eCollection 2025 Jan 30.

Abstract

Non-sewered sanitation (NSS) has been adopted by a significant population, especially in developing countries. For the effective operation of NSS, it is important to ensure optimal treatment of the collected faecal sludge (FS) in on-site sanitation systems. Solid-liquid separation is among the most important steps in the treatment of FS in NSS. The ability of the FS for solid-liquid separation has assumed greater significance in the design and operation of sludge treatment process. Although dewatering indices such as specific resistance to filtration (SRF) and capillary suction time (CST) have been extensively used to determine the limits of sludge dewaterability, these parameters do not provide information on the limits of unbound moisture. The unbound and bound moisture fractions of the FS samples were determined using different methods, and each method was evaluated for reliability. Different FS samples were collected from ventilated improved pit (VIP) latrines, urine diversion dehydrating toilets (UDDT) and septic tanks (ST). Batch settling tests (BST), centrifugation, thermogravimetric analysis (TGA), differential scanning calorimetry (DSC) and water activity (WA) measurements were performed on the samples. While the BST provided the settleability of FS at gravitational force, and centrifugation estimated the relative limit of solid-liquid separability upon application of a force, the boundary of unbound moisture or the interface of unbound and bound moisture fractions as determined by TGA, DSC and WA. Evidently there was a fine overlap of the unbound and bound moisture at the interface due to presence of some tightly held unbound moisture and loosely held bound moisture. The unbound-bound moisture interface, thus, can be experimentally determined to be between 51.07 and 60.35 % for VIP sludge, 51.48-64.38 % for UDDT sludge, 62.29-66.71 % for ST-wGW sludge and 59.11-60.37 % for ST-GW sludge. Although hypothesis testing revealed no statistically significant difference between the methods and sample types, it can be concluded that WA demonstrated the highest reliability in terms of accuracy, ease of measurement, rapidity and repeatability.

摘要

非下水道卫生设施(NSS)已被大量人口采用,尤其是在发展中国家。为确保NSS的有效运行,在现场卫生系统中对收集的粪便污泥(FS)进行优化处理非常重要。固液分离是NSS中FS处理最重要的步骤之一。FS的固液分离能力在污泥处理工艺的设计和运行中具有更大的意义。尽管诸如过滤比阻(SRF)和毛细吸水时间(CST)等脱水指标已被广泛用于确定污泥脱水的极限,但这些参数并未提供关于游离水分极限的信息。使用不同方法测定了FS样品的游离水分和结合水分含量,并对每种方法的可靠性进行了评估。从通风改良坑式厕所(VIP)、尿液分流脱水厕所(UDDT)和化粪池(ST)收集了不同的FS样品。对样品进行了间歇沉降试验(BST)、离心、热重分析(TGA)、差示扫描量热法(DSC)和水分活度(WA)测量。BST提供了FS在重力作用下的沉降性能,离心法估计了施加力时固液分离的相对极限,而TGA、DSC和WA确定了游离水分的边界或游离水分与结合水分含量的界面。显然,由于存在一些紧密结合的游离水分和松散结合的结合水分,在界面处游离水分和结合水分有很好的重叠。因此,对于VIP污泥,游离-结合水分界面经实验确定为51.07%至60.35%之间;对于UDDT污泥,为51.48 - 64.38%;对于ST-wGW污泥,为62.29 - 66.71%;对于ST-GW污泥,为59.11 - 60.37%。尽管假设检验表明方法和样品类型之间没有统计学上的显著差异,但可以得出结论,就准确性、测量简便性、快速性和可重复性而言,WA表现出最高的可靠性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f560/11791258/31d4f804301f/gr1.jpg

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