Indicator selection
The data received from the first set of questionnaires on indicator selection were analysed and interpreted by quantitatively analysing the scale-based answers by using descriptive statistics as well as qualitatively analysing the expert responses where experts explained their ratings of the indicators, by using thematic analysis. Although descriptive statistics are useful for helping to identify indicators, it cannot be used as a sole measure and qualitative thematic analyses of expert opinions which were also used for final indicator selection. Thematic analyses revealed a few expert concerns with specific indicators that guided the inclusion or exclusion of indicators. The results of the basic analysis for the first round of questionnaires can be seen in Table 1.
Base-layer indicator
The South African DRASTIC vulnerability map that was developed during the Groundwater Resource Assessment II (GRAII) (DWAF 2005) was selected as the base layer for the UOG extraction groundwater vulnerability map. DRASTIC, developed in the USA with the support of the US Environmental Protection Agency (EPA), was designed to be a standardised system for evaluating the groundwater vulnerability for a variety of land areas (Wang et al. 2011) and usually represents regional groundwater vulnerability. It assesses aquifer sensitivity based on seven hydrological parameters that include the depth to groundwater, recharge rates, aquifer material, soil composition, land slope, vadose zone materials and saturated hydraulic conductivity (Aller et al. 1987). Each hydrological parameter is assigned a constant as weight (Aller et al. 1987). Although the indicator did not receive unambiguous support from the experts, many did not take into account the fact that surface activities related to UOG extraction could impact on shallow groundwater quality via surface water/groundwater interaction or on its quantity via extraction for water use during fracking operations. The experts mostly focused very narrowly on the possible deep groundwater quality impact of specifically fracking, while not taking into account possible pollution on the land surface from leaking waste pits, transport accidents, and spillages, amongst others, that may impact on shallow aquifer systems. However, during a recent strategic environmental assessment of shale gas development in South Africa, surface impacts were rated as representing the highest risk to groundwater resources during UOG extraction (Hobbs et al. 2016). This makes the DRASTIC indicator currently the most relevant, publically available, regional groundwater vulnerability indicator for UOG extraction in the South African case. This indicator may also be of relevance for other countries who want to indicate their groundwater vulnerability to UOG extraction, although it may need to be adapted for the country-specific conditions.
Overlay indicators
Identified geological structures were included as overlay indicators because the potential exists that these features may increase hydraulic connectivity between deep strata and more shallow formations (Broomfield 2012), but they are also relevant for shallow aquifer contamination from the surface. Experts also supported the inclusion of these indicators (Table 1). Lastly, the geological structures are also important in cases where the geological structures may be intersected and stimulated by fracturing, possibly resulting in fluid migration (Cook et al. 2013; Frogtech 2013). Certain indicators that were suggested by experts in addition to the questionnaire indicators under structures that may indicate increased hydraulic connectivity between deep strata and shallow formations include sills and sill margins, undifferentiated lineaments and thermal springs. These additional indicators were included under structures on the map. Setback rules were used for these structures to ensure better protection of aquifers. This will be discussed in the indicator classification section.
The indicators “Yield” and “EC” were not included as separate sensitivity indicators because many experts felt that yield and EC do not indicate intrinsic aquifer vulnerability. Although the mode for these indicators was 10, responses on the appropriateness of these indicators ranged from 1 to 10, illustrating a large variance. The reasons cited for not including these as indicators of sensitivity to vulnerability were more important than the fact that it received good quantitative support for inclusion in the vulnerability map. Reasons ranged from the fact that poor-quality groundwater and low-yielding aquifers are also socio-economically important and thus sensitive, especially if these are the only sources of water, a view that is echoed by researchers such as Robins et al. (2007). There was also the matter that poor-quality water can also be treated to potable standards.
Instead of using yield and EC as indicators, groundwater use as an indicator of socio-economic importance was included under the socio-economics map. Yield and EC information as associated with boreholes were, however, indicated on the interactive vulnerability map in the “Boreholes” map overlay. This information is based on the most recent field measurements from the National Groundwater Archive (DWA 2014a). Experts frequently mentioned boreholes for inclusion on the interactive vulnerability map (during both the first and second round of questionnaires). Information on boreholes that experts wanted on the map included mapping boreholes with poor borehole construction, as well as water production boreholes. Although "boreholes" are more relevant on a local scale and is a monitoring indicator, the researcher eventually decided to indicate the positions of boreholes that are available on the NGA. The associated borehole information, such as the identifier number, the data owner, coordinates, other numbers, pH, temperature, EC, yield, water use, borehole depth, casing information, and water level information, where available, is indicated if a user clicks on a specific borehole in the “Boreholes” overlay. The aim of the borehole information overlay layer is to provide additional reconnaissance information for further detail studies. Setback rules may be applied to water production boreholes, but were not performed for this map, due to the fact that information such as the productivity and use of the boreholes may change (some boreholes may cease to yield productive volumes and may be closed while previously unused boreholes with lower yields or poor water quality may subsequently be used as water production boreholes). It is extremely important that updated borehole information should be indicated in local-scale studies at the time when an oil and gas exploration licence is sought. When plotting water production boreholes, care should be taken to confirm the exact positions of these boreholes. Accurate borehole positions, borehole construction, water use volumes and water quality would be extremely important during monitoring for UOG extraction.
Additional overlays on the groundwater mapping theme include the shapefiles on areas where prospecting and mining, as well as petroleum exploration and production, is legally prohibited (Holness 2013), subterranean groundwater control areas (DWA 2014b), borehole information from the National Groundwater Archive (DWA 2014a), Vegter’s groundwater regions (DWA 2013) rivers (Nel et al. 2011), water management areas (DWA 2014b), roads (Openstreetmap 2014) and technical cooperation permit (TCP) and exploration right (ER) areas (PASA 2014). These overlays were indicated by experts as useful during reconnaissance and were thus included as overlays.
Indicator classification and identification of buffer zones for the geological structures overlay map
Aquifer vulnerability as updated during the Groundwater Resource Assessment Phase II (GRAII) project (DWAF 2005) is an accepted representation of South Africa’s regional groundwater vulnerability and was used as a base layer to indicate regional groundwater vulnerability to UOG extraction. Various surface activities that form part of the UOG extraction process can contribute to shallow aquifer contamination and vulnerable shallow aquifer areas should thus be protected.
Selected aquifer vulnerability classes were tested via expert input via Questionnaire 2. It was classed into low (<90), moderate (90–140) and high (>140) classes by the GRAII project. The low and high classes are further subdivided into very low (<50) and very high (>160) classes to derive the 5 classes. A map of these classifications can be seen in Fig. 1.
Sixty per cent of the respondents supported the aquifer vulnerability classification fully. Of those who did not support it fully, reasons were not related to the classification, but were related to the use of the indicator. The concern of the experts who did not support it fully was that this indicator only indicates shallow groundwater vulnerability, which according to these experts, is not a concern during UOG extraction. However, land surface impacts from UOG extraction, especially CBM extraction processes, will impact severely on shallow groundwater resources. The use of the DRASTIC approach to perform a basin-wide (regional) assessments of shallow groundwater vulnerability from CBM extraction in Australia was recently illustrated by Navi et al. (2017) and Rivard et al. (2014). One expert expressed the opinion that there must be a separate set of vulnerability descriptions for impacts generated at the source of shale oil and gas (deep seated shale horizons), and the methodologies that are applied to develop UOG resources on the land surface (hydraulic fracturing and borehole construction works).
Geological structures such as dykes, kimberlites and diatremes, faults, shear zones, and fold axes from the 1:1,000,000 South African geological map (CGS 2013) were all included as overlays on top of the vulnerability base layer as areas where more caution should be exercised. The flagging of these structures was a first attempt to address the vulnerability aspects of impacts generated at depth (as highlighted above by the one respondent). Buffer zones were assigned and can operate as “setback rules” or as zones within which a more cautious approach should be followed.
Buffer zones were applied to these structures due to the uncertainty of the morphology of these structures at depth. These buffer zones are based in part on mapping work done for the Karoo Groundwater Atlas (Rosewarne et al. 2013). The buffer zones indicate zones within which more care should be taken during UOG exploration and extraction. The applied buffer zones, which were tested for appropriateness via expert input during Questionnaire 2, can be seen in Table 2. Eighty per cent of respondents supported the buffer zones as identified by the researcher; however, some of these buffer zones have been adjusted based on input and comments from certain experts. A map of these structures, with buffer zones, can be seen in Fig. 2.
Table 2 Buffer zones for geological structures
Final interactive groundwater vulnerability map for UOG extraction
The spatial datasets of the groundwater theme of the interactive UOG extraction vulnerability map can be explored and interrogated by zooming, panning, and querying. When the user clicks on a specific entity to query it, information is displayed in an information box.
The functionality of the interactive groundwater vulnerability map for UOG extraction and the types of queries that can be lodged are illustrated in Fig. 3. Here, the map has been zoomed to a prospective UOG extraction area, and it has been queried at the point indicated on the map by the red arrow. In this example, the DRASTIC groundwater vulnerability base layer at the query point on the map is rated as medium, meaning that precautionary measures should be taken to protect the shallow groundwater resources in this area. At this point on the map, there is also a dolerite dyke that has been buffered with 500 m. UOG companies should in this example, therefore, avoid any UOG extraction activities within 500 m of this geological structure, to minimise the risk of groundwater contamination from UOG stimulation wells or from possible associated UOG extraction wastewater spillages, via this geological structure. At this point, an ephemeral river and a groundwater supply borehole are also present, which would have to be avoided in order to minimize the risk of groundwater contamination at the borehole and also contamination to groundwater resources via surface water–groundwater interaction at the river.
The type of queries which can be lodged on the interactive map may assist regulators and policymakers in South Africa in deciding how UOG extraction should be regulated in certain sensitive areas before UOG extraction is allowed, in order to proactively protect groundwater resources during UOG extraction. It could also prove a valuable tool for local-scale environmental impact assessments. Ideally, this map should be updated with real-time monitoring data from UOG operations, when such operations are taking place, to extend the usefulness of the interactive map and to assist in proper natural resource protection.