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Measurement of hydraulic head for the evaluation of groundwater recharge to discrete fracture zones in a crystalline bedrock aquifer.

机译:液压头的测量,用于评估结晶基岩含水层中离散裂缝区域的地下水补给量。

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摘要

Groundwater recharge to fractured bedrock has been investigated in only a handful of studies to date. In these studies, it was shown that the estimation of recharge is complex and uncertain. In order to investigate recharge processes in complex bedrock environments, a test site was developed near Perth, Ontario. Three 30 m deep boreholes were completed as multi-level piezometers. The distribution of permeable fracture zones, transmissivities and fracture apertures were estimated from slug testing using straddle packers. Each borehole has between 2 to 3 fracture features whose equivalent single fracture apertures range from (0.28 +/- 0.03) to (1.12 +/- 0.02) mm. In 2005, the discrete fracture zones were monitored for their response to precipitation events. These responses were correlated to real precipitation and barometric pressure data for the local sub-watershed. Hydraulic head spikes, in excess of 3 m, were observed in shallow fracture zones following rainfall events. Any corresponding response within deeper fracture zones was absent in the summer and are slightly delayed during the autumn. Long term barometric efficiencies were determined to be very low, -0.002 to + 0.03, in all monitoring zones, suggesting an unconfined aquifer response. Net recharge was evaluated at two points in the test site using a modified water table fluctuation method, for the autumn monitoring period. The ephemeral recharge signatures that were observed in the shallow zones were effectively ignored. Autumn water levels rose between (1.85 +/- 0.03) and (5.14 +/- 0.03) m. Actual groundwater recharge ranged between (1.78 +/- 0.08) and (2.78 +/- 0.07) mm which corresponded to approximately 1% of the precipitation that fell during the autumn monitoring period. The low recharge estimates correlate to the minimal storage capacity of the aquifer. Further work is required to evaluate the causes of the anomalous water level responses in the shallow fracture zones and the fate of water lost from the recharge process.
机译:迄今为止,仅在少量研究中就对裂隙基岩中的地下水补给进行了研究。在这些研究中,表明补给的估计是复杂且不确定的。为了研究复杂基岩环境中的补给过程,在安大略省珀斯附近开发了一个测试站点。完成了三个30 m深的钻孔,作为多级测压仪。渗透裂缝区域,透射率和裂缝孔径的分布是通过使用跨式封隔器进行的段塞测试来估算的。每个钻孔具有2至3个断裂特征,其等效单个断裂孔径范围为(0.28 +/- 0.03)到(1.12 +/- 0.02)mm。 2005年,监测了离散裂​​缝带对降水事件的响应。这些响应与当地子流域的实际降水和大气压力数据相关。降雨事件发生后,在浅裂缝区域中观察到了超过3 m的水力压头尖峰。在夏季,在较深的断裂带内没有任何相应的响应,而在秋季,则稍有延迟。在所有监测区域中,长期气压效率被确定为非常低,-0.002至+ 0.03,表明无侧限含水层响应。在秋季的监测期内,使用改进的地下水位波动方法在测试地点的两个点评估了净补给。在浅层区域中观察到的短暂补给特征被有效地忽略了。秋季水位在(1.85 +/- 0.03)和(5.14 +/- 0.03)m之间上升。实际的地下水补给量介于(1.78 +/- 0.08)到(2.78 +/- 0.07)mm之间,大约相当于秋季监测期间降水量的1%。低的补给估算值与含水层的最小存储容量相关。还需要进一步的工作来评估浅裂缝区域水位响应异常的原因以及补给过程中水分流失的命运。

著录项

  • 作者

    Milloy, Claire Alison.;

  • 作者单位

    Queen's University (Canada).;

  • 授予单位 Queen's University (Canada).;
  • 学科 Hydrology.
  • 学位 M.Sc.(Eng)
  • 年度 2007
  • 页码 132 p.
  • 总页数 132
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 水文科学(水界物理学);
  • 关键词

  • 入库时间 2022-08-17 11:39:41

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