在尼日利亚西南部Iju-Itaogbolu拟建堰中使用自然电场法(NEFM)确定至基底的深度

Philomina Nkeonye Okanigbuan , Edore Festus Omozeje , Oluwatoyin Francis Ijasan , Uyiosa Osagie Aigbe
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引用次数: 0

摘要

在Iju-Itaogbolu地区Ogbesse河拟建堰轴线上进行了由18个evm点组成的自然电场导线(3),每个导线相距1 m,以确定拟建堰坝址的覆盖层材料厚度和基岩深度。现场调查使用PQWT GT 500系列。结果显示,在不同的位置上有5个不同厚度的地电层,包括表土层、粘土层、砂层和明显风化和断裂的基底。研究结果还表明,在研究区域下方3 ~ 18 m的面积约为118 m²的区域内存在冲积层。地下物质的平均厚度和饱和度特别显著,其结果倾向于粘土层下方的砂层的高渗透率,该砂层在拟建堰轴的东南段部分暴露在地表。堰轴风化层厚度为3.86 ~ 16.22 m,浅部和深部均有明显断裂。这些特征在拟议的堰轴上观察到,在拟议的堰轴上游的大小和数量增加。这些裂缝带的导电性表明存在明显的饱和度。结果显示,研究区基岩深度和覆盖层厚度并不均匀,表明研究区基岩表面起伏较大。这项研究为过去位于拟建堰上游100米处的先前堰的失效原因提供了有用的信息。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Determination of depth to basement using natural electric field method (NEFM) in a proposed weir at Iju-Itaogbolu, SW Nigeria

Determination of depth to basement using natural electric field method (NEFM) in a proposed weir at Iju-Itaogbolu, SW Nigeria
Natural electric field traverses (3) consisting of eighteen (18) VEMs points in each traverse 1 m apart were conducted across the proposed weir axis at Ogbesse River in the Iju-Itaogbolu area, to determine the thickness of overburden materials and depth to bed rock at the proposed weir site. Field investigations were conducted using the PQWT GT 500 series. Results revealed five (5) geo-electric layers with varying thickness in place, which included the topsoil, clayey unit, sand unit, and significantly weathered and fractured basement. The result also showed the presence of alluvium deposits in the area which is approximately 118 m² and varies between 3 and 18 m beneath the study area. The average thickness and saturation of the subsurface materials are particularly significant, with consequences leaning toward a high permeability of the sandy layer below the clay bed which has been partly exposed at the surface in the south-eastern section of the proposed weir axis. The proposed weir axis exhibited a regolith thickness ranging from 3.86 to 16.22 m, notably fractured at shallow and deep sections. These characteristics were observed across the proposed weir axis, increasing in magnitude and numbers upstream of the proposed weir axis. The conductivity of these fractured zones is indicative of a significant saturation. Depth to bed rock and thickness of overburden materials in the study area is however not uniform as observed from the results, indicating the fairly undulating surface of the bed rock in the study area. This study has provided useful information on the cause of failure experienced in the previous weir located 100 m upstream of the proposed weir in the past.
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