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Effect Of Biodegradation On The Consolidation Properties Of A Dewatered Municipal Sewage Sludge

机译:生物降解对脱水城市污水污泥固结特性的影响

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摘要

The effect of biodegradation on the consolidation characteristics of an anaerobically digested, dewatered municipal sewage sludge was studied. Maintained-load oedometer consolidation tests that included measurement of the pore fluid pressure response were conducted on moderately degraded sludge material and saturated bulk samples that had been stored under static conditions and allowed to anaerobically biodegrade further (simulating what would happen in an actual sewage sludge monofill or lagoon condition). Strongly degraded sludge material was produced after a storage period of 13 years at ambient temperatures of 5-15℃, with the total volatile solids reducing from initially 70%, to 55%.rnThe sludge materials were highly compressible, although impermeable for practical purposes. Primary consolidation generally occurred very slowly, which was attributed to the microstructure of the solid phase, the composition and viscosity of the pore fluid, ongoing biodegradation and the high organic contents. The coefficient of primary consolidation values decreased from initially about 0.35 m~2/ yr to 0.003-0.03 m~2/yr with increasing effective stress (σ'_v, = 3-100 kPa). Initially, the strongly degraded sludge material was slightly more permeable, although both the moderately and strongly degraded materials became impermeable for practical purposes (k = 10~(-9)-10~(12) m/s) below about 650% and 450% water contents, respectively. Secondary compression became more dominant with increasing effective stress with a mean secondary compression index (C_(αe)) value of 0.9 measured for both the moderately and strongly degraded materials.
机译:研究了生物降解对厌氧消化,脱水的城市污水污泥固结特性的影响。对中等降解的污泥材料和饱和的散装样品进行了维持负荷的里程表固结测试,包括测量孔隙水压力响应,这些样品已在静态条件下存储,并可以进行厌氧生物降解(模拟实际污水污泥单填料中会发生的情况)或泻湖条件)。在环境温度5-15℃下存储13年后,会产生强烈降解的污泥材料,总挥发性固体含量从最初的70%降低到55%。rn污泥材料具有很高的可压缩性,尽管出于实用目的是不可渗透的。初步固结通常非常缓慢,这归因于固相的微观结构,孔隙流体的组成和粘度,正在进行的生物降解和高有机含量。随着有效应力的增加(σ'_v,= 3-100 kPa),一次固结系数的值从最初的约0.35 m〜2 / yr降低到0.003-0.03 m〜2 / yr。最初,强降解的污泥材料的渗透性略高,尽管中度降解和强降解的材料出于实用目的(k = 10〜(-9)-10〜(12)m / s)在低于约650%和450时均不可渗透。水含量分别%。随着有效应力的增加,二次压缩变得更加占主导地位,对于中等降解和强烈降解的材料,平均二次压缩指数(C_(αe))值为0.9。

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