The U.S. Geological Survey (USGS), at the request of the U.S. Army Environmental Command (USAEC), evaluated the capabilities of two borehole technologies to measure horizontal groundwater velocity and direction of flow in a parallel-plate fractured-rock simulator. A colloidal borescope flowmeter (HB) and a heat-pulse flowmeter (HH) were deployed in 4-inch and 6-inch inner-diameter simulated uncased wells that spanned 0.39- and 1.0-inch apertures with simulated groundwater velocities ranging from 2 to 958 feet per day. Measurements were made at the USGS Hydrologic Instrumentation Facility in the Hydraulics Laboratory and the Indianapolis office of the USGS Ohio-Kentucky-Indiana Water Science Center. Ten measurements were made with the HB in the 1-inch fracture aperture intersecting a 6-inch inner-diameter well. Seven measurements were made in the 0.39-inch fracture aperture intersecting a 4-inch inner diameter well and six were made in the 0.39-inch aperture 6-inch inner-diameter well. All measurements were within the velocity limits specified by the manufacturer. Results from these measurements using the HB can be found in the child item, 'Experimental Results for Colloidal Borescope Flowmeter'. Thirty-seven measurements were made with the HH in the 1-inch fracture aperture intersecting a 6-inch inner-diameter well. Eight measurements were made in the 0.39-inch fracture aperture intersecting a 4-inch inner diameter well and eight were made in the 0.39-inch aperture 6-inch inner-diameter well. The tested velocity range (2 to 958 ft/d) was similar to the range examined with the HB (34 to 958 ft/d) but exceeded the range suggested by the manufacturer (0.5-100 ft/d). Results from these measurements using the HH can be found in the child item, 'Experimental Results for Heat-Pulse Flowmeter'. Seven measurements were made with the HB using various vertical placements relative to the fracture. Results from these vertical measurements using the HB can be found in the child item, 'Experimental Results for Vertical Placement of Colloidal Borescope Flowmeter'. The flowmeter systems used in this study are described in Bayless and others (2011), available at https://doi.org/10.1111/j.1745-6592.2010.01324.x.

The heat-pulse flowmeter (HH) used in this testing is a KVA Model 200 system. The instrument computes groundwater vectors from heat arrival and decay in an array of four thermistors that surround a single heat source. An external compass attached to the top of the deployment system is used to orient the flowmeter in the borehole. The HH measured groundwater velocity and flow in the x-y plane. Fuzzy packers were filled with 0.08-inch diameter glass beads for all tests. The HH thermistors were centered over the simulated fracture during measurements. One to four measurements were made with the HH for each simulated flow.

This data release summarizes 126 borehole geophysical logs collected in fractured rock aquifers within the state of West Virginia. Data includes site information for the wells logged, in addition to all fractures identified as part of processing of borehole logs collected for the study. A machine learning algorithm was used to identify values in logs characteristic of specific lithologic formations, and to then use those range of values to identify the lithology for each interval in the various boreholes. The lithologic identifications were then assessed visually to assure the algorithm worked properly and did not misidentify certain lithologies. Overall the algorithm worked effectively, but did have some issues differentiating limestone from sandstone, so some manual adjustments of identified lithologies was necessary for a small percentage of the wells assessed.There are three data files that contain information for each of the 126 logged wells. Appendix 1 is found in LoggedWellInformation.csv describes the location and specific site characteristics for each of the 126 logged wells. Appendix 2 is found in AllBoreholeFractures.csv contains all fractures identified as a part of the analysis of the raw borehole geophysical logs collected for this study. This data includes both high transmissive water-bearing fractures, and low transmissive fractures.And Appendix 3 is found in WaterBearingFractures.csv contains only those fractures with sufficient transmissivity to be identified as water-bearing fractures, and includes transmissivity estimated for each of the water-bearing fractures.

The collection of borehole geophysical logs and images and continuous water-level data was conducted by the U.S. Geological Survey South Atlantic Water Science Center in the vicinity of the GMH Electronics Superfund site near Roxboro, North Carolina, during December 2012 through July 2015. The study purpose was part of a continued effort to assist the U.S. Environmental Protection Agency in the development of a conceptual groundwater model for the assessment of current contaminant distribution and future migration of contaminants. Previous work by the U.S. Geological Survey South Atlantic Water Science Center at the site involved similar data collection, in addition to surface geologic mapping and passive diffusion bag sampling within monitoring wells (Chapman and others, 2013). The continued data compilation efforts included the delineation of more than 900 subsurface features (primarily fracture orientations) in 10 open borehole wells. Geophysical logs, borehole imagery, pumping data, and heat-pulse flow measurements were collected and are presented within this data release. The data on this page consists of .csv and .xlsx files with water-level information collected from a pressure transducer within the borehole during pumping conditions for the "stressed" heat-pulse flow measurements. The water-levels were used for drawdown calculations.

Laboratory flow-through tests were conducted during slide-hold-slide experiments in a conventional triaxial deformation configuration. Experiments were conducted on 1-inch diameter cylindrical cores of Westerly granite bisected by a sawcut oriented at 30 degrees from vertical. Tests were conducted at a constant confining pressure of 30 MPa with a 10 MPa pore fluid pressure. The pore fluid was deionized water. Experiments were conducted at temperatures of 22, 100, and 200 degC.