坦桑尼亚Chilalo石墨项目地下水勘探被动地震HVSR测量

Sharna Riley, J. Meyers, J. Sinnott
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引用次数: 2

摘要

被动地震HVSR测量越来越多地用于调查位于坚硬和新鲜基岩上的软沉积盖层厚度,以及直接钻探寻找地下水和盐水资源的古通道。在坦桑尼亚东南部的Chilalo石墨项目进行了详细的被动地震HVSR调查,以帮助确定Mbewmburu河水系边缘冲积沉积物的厚度。这些冲积沉积物具有在充满多孔粗碎屑物质的古河道中承载大量地下水供应的潜力,可用于支持石墨矿石加工。HVSR数据由当地现场操作人员获取,然后使用370m/s的v进行处理和深度转换,模拟基岩表面深度范围为<4m至28m。网格基岩深度突出了河谷内变深古河道的两个特征。沿着古河道的边缘钻了一个孔,水流很好,还有几个孔计划测试厚的古河道沉积物的地下水潜力。在撰写本文时,钻井正在进行中,结果尚未公布。本次演讲的目的是展示被动地震HVSR方法在协助水文地质研究中的成功应用,通过提供模拟基岩表面,可用于直接钻探目标,预算和体积估计,并确定可能影响水力连通性和地下水资源补给的潜在水洼粘土层。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Passive seismic HVSR surveying for groundwater exploration at the Chilalo Graphite Project, Tanzania
Summary Passive seismic HVSR surveying is increasingly being used for investigating the thickness of soft sedimentary cover deposits sitting over hard and fresh bedrock, and for direct drill targeting of paleochannels for groundwater and brine resources. A detailed passive seismic HVSR survey was carried out at the Chilalo Graphite Project in SE Tanzania to assist with defining the thickness of alluvial deposits on the margins of the Mbewmburu River system. These alluvial sediments have the potential to host significant groundwater supply in paleochannels filled with porous coarse clastic material which can to be used for supporting a graphite ore processing. The HVSR data were acquired by local field operators, and then processed and depth converted using a Vs of 370m/s, with the modelled bedrock surface ranging in depth from <4m to 28m. The gridded bedrock depth highlighted two paleochannel features of variable depth within the river valley. One bore was drilled along the margin of a paleochannel and had encouraging water flow, and several water bores have planned to test the thick paleochannel deposits for groundwater potential. Drilling is ongoing at the time of writing and results are pending. The objective of this presentation is to demonstrate the successful application of the passive seismic HVSR method in assisting with hydrogeological studies by providing modelled bedrock surfaces which can be used for direct drill targeting, budgeting and volume estimations, and identifying potential aquiclude clay layers which could affect the hydraulic connectivity and recharge of the groundwater resource.
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