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The consolidated drained tests and numerical analysis on sewage sludge by using sand well

机译:砂井对污水污泥的综合排水试验及数值分析

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The dewatered municipal sewage sludge is very difficult to re-dewatered, and becomes an important issue in wastewater treatment progress. As an effective soft foundation treatment technology, sand well foundation treatment technology could accelerate the rate of consolidation. It is extremely worth exploring whether making use of the sand wells to shorten the distance of drainage can increase the properties of dewatering. In this paper, the test device was first designed and a indoor sludge dewatering of the experiment was completed by using sand well, study the effects and laws of dehydration, enhance the efficiency of dehydration by the numerical analysis and optimization. The results showed that: the role of sand wells can improve the efficiency of sludge dewatering, sand well spacing, load size, load time, and such factors as the initial thickness of the sludge affect the deep dewatering. Through numerical analysis and optimization, this paper argues that the sand well spacing should be 5cm, load may be 800kPa about the size, duration of load could be 2∼5h so as to the water content getting down to 60%.
机译:脱水后的城市污泥很难再脱水,成为污水处理进展中的重要问题。作为一种有效的软土地基处理技术,砂井地基处理技术可以加快固结速度。利用砂井来缩短排水距离是否可以增加脱水性能是非常值得探讨的。本文首先设计了试验装置,利用砂井对室内污泥进行了脱水实验,通过数值分析和优化研究了脱水的效果和规律,提高了脱水效率。结果表明:砂井的作用可以提高污泥脱水效率,砂井间距,负荷大小,负荷时间以及污泥初始厚度等因素对深层脱水的影响。通过数值分析和优化,本文认为砂井间距应为5cm,负荷大小约为800kPa,负荷持续时间为2〜5h,以使含水率降至60%。

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