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Seismic velocity analysis to determine moisture distribution in a bioreactor landfill.

机译:地震速度分析,以确定生物反应器垃圾填埋场中的水分分布。

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摘要

To establish an effective leachate recirculation process, the moisture distribution within a landfill must first be estimated so that leachate can be added appropriately to create optimal and homogeneous moisture conditions throughout the waste mass. Several seismic surveys were conducted at a bioreactor landfill in Ste-Sophie, Quebec, Canada with the objective of mapping the moisture distribution using seismic data collected atop of the landfill. Two different sources of signal were tested: a seismic hammer and a more powerful seismic gun. Arrivals were recorded using a 24-channel seismograph instrumented with single-component vertical geophones and three-component geophones. Analysis of the travel times of direct and refracted seismic waves established that the landfill consists of a 4.5m upper layer of loose waste underlain by a 25.5m layer of compacted waste with average compressional wave (P-wave) interval velocities of 280m/s and 380m/s, respectively. Seismic velocity analyses indicated that an increase in moisture content, caused by leachate injection, increased the P-wave velocity of waste. More specifically, the injection of approximately 1m3 of leachate per meter length of trench through two recirculation trenches caused an increase on the order of 22m/s (7%) in the stacking velocity of the P-waves reflected off the landfill bottom. The lateral radius of influence of the injected leachate was 5-10m and the velocity results reached steady state conditions approximately 3 hours after the injection ceased.
机译:为了建立有效的渗滤液再循环过程,必须首先估算垃圾填埋场中的水分分布,以便可以适当添加渗滤液,从而在整个废物质量中创造最佳且均匀的水分条件。在加拿大魁北克省Ste-Sophie的生物反应堆填埋场进行了几次地震勘测,目的是利用在填埋场顶部收集的地震数据绘制水分分布图。测试了两种不同的信号源:地震锤和功能更强大的地震枪。使用装有单组分垂直地震检波器和三组分地震检波器的24通道地震仪记录到达的时间。通过分析直接和折射地震波的传播时间,可以确定垃圾填埋场由一个4.5m的松散废物上层和一个25.5m的压实废物层构成,平均压缩波(P波)间隔速度为280m / s,分别为380m / s。地震速度分析表明,渗滤液注入引起的含水量增加,增加了废物的纵波速度。更具体地说,通过两个再循环沟槽每米沟槽长度注入大约1m3的渗滤液,会使从垃圾填埋场底部反射回的P波的堆积速度提高22m / s(7%)。注入的渗滤液的横向影响半径为5-10m,在注入停止后约3小时,速度结果达到稳态。

著录项

  • 作者

    Catley, Andrea Joy.;

  • 作者单位

    Carleton University (Canada).;

  • 授予单位 Carleton University (Canada).;
  • 学科 Geology.; Engineering Civil.
  • 学位 M.A.Sc.
  • 年度 2007
  • 页码 123 p.
  • 总页数 123
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质学;建筑科学;
  • 关键词

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