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Geophysical Surveys, Levee Certification Geophysical Investigations, DC Resistivity
- Publisher: European Association of Geoscientists & Engineers
- Source: Conference Proceedings, 23rd EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems, Apr 2010, cp-175-00013
Abstract
The Yuma Area Levee system, running along the northern boundary of the city of Yuma (Arizona), trends parallel to sections of the Gila and Colorado Rivers. These Levees constructed from the surrounding earth, are composed of an assortment of sands, silts, clays, and quarried rock (which armors the river side of each levee structure). Sections of the levee system, and portions of the levee system near Walker’s Ranch have been chosen for investigation to determine structural integrity and areas susceptible to slope failure or internal erosion in the event of flooding. By using direct current resistivity (DCR), an assessment of the subsurface levee structure can be made, identifying material properties within the levee itself that indicate the presence of sands, clays, or anomalous void spaces if present. This data is used to help determine locations for levee remediation. This report discusses results from the DCR surveys performed at various locations along the levees. In general, areas of high electrical resistivity can represent locations of clean sands and gravels which may be prone to internal erosion at flood stage river levels. Areas of localized very low resistivity can indicate the presence of steel or other metallic materials such as culverts. This report provides a table of all direct current resistivity soundings and their quality of processed data. A few of the soundings revealed very high root mean square (RMS) error. These soundings will be disregarded. Direct current resistivity soundings with lower RMS error more accurately reveal areas of high resistivity sands and gravels within the levee structure. Only soundings classified as Good Data and Very Good Data will be used in evaluating the subsurface conditions when considering possible levee remediation locations.