Quantification of anthropogenic impact on groundwater-dependent terrestrial ecosystem using geochemical and isotope tools combined with 3-D flow and transport modelling

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Abstract

Groundwater-dependent ecosystems (GDEs) have important functions in all climatic zones as they contribute to biological and landscape diversity and provide important economic and social services. Steadily growing anthropogenic pressure on groundwater resources creates a conflict situation between nature and man which are competing for clean and safe sources of water. Such conflicts are particularly noticeable in GDEs located in densely populated regions. A dedicated study was launched in 2010 with the main aim to better understand the functioning of a groundwater-dependent terrestrial ecosystem (GDTE) located in southern Poland. The GDTE consists of a valuable forest stand (Niepolomice Forest) and associated wetland (Wielkie BÅoto fen). It relies mostly on groundwater from the shallow Quaternary aquifer and possibly from the deeper Neogene (Bogucice Sands) aquifer. In July 2009 a cluster of new pumping wells abstracting water from the Neogene aquifer was set up 1 km to the northern border of the fen. A conceptual model of the Wielkie BÅoto fen area for the natural, pre-exploitation state and for the envisaged future status resulting from intense abstraction of groundwater through the new well field was developed. The main aim of the reported study was to probe the validity of the conceptual model and to quantify the expected anthropogenic impact on the studied GDTE. A wide range of research tools was used. The results obtained through combined geologic, geophysical, geochemical, hydrometric and isotope investigations provide strong evidence for the existence of upward seepage of groundwater from the deeper Neogene aquifer to the shallow Quaternary aquifer supporting the studied GDTE. Simulations of the groundwater flow field in the study area with the aid of a 3-D flow and transport model developed for Bogucice Sands (Neogene) aquifer and calibrated using environmental tracer data and observations of hydraulic head in three different locations on the study area, allowed us to quantify the transient response of the aquifer to operation of the newly established Wola Batorska well field. The model runs reveal the presence of upward groundwater seepage to the shallow Quaternary aquifer of the order of 440 m3 dg-1. By the end of the simulation period (2029), with continuous operation of the Wola Batorska well field at maximum permissible capacity (ca. 10000 m3 dg-1), the direction of groundwater seepage will change sign (total change of the order of 900 m3dg-1). The water table drawdown in the study area will reach ca. 30 cm. This may have significant adverse effects on functioning of the studied GDTE.

Figures

  • Figure 1. Hydrogeological map and cross-section of the Bogucice Sands (Neogene) aquifer (major groundwater basin – MGWB 451). The study area is marked by a red oval. Open circles mark the position of pumping wells. Cross-section according to Górka et al. (2010).
  • Figure 2. Upper panel: map of the study area showing the western part of Niepolomice Forest and Wielkie Błoto fen. GDTE susceptibility classes based on the depth to water table: A – very strongly dependent (0.0 to 0.5 m); A1 – wetland ecosystem; A2 – forest ecosystem; B – strongly dependent (0.5 to 2.0 m) forest ecosystem; C – weakly dependent (> 2.0 m) forest ecosystem. Lower panel: crosssection through Wielkie Błoto fen according Lipka (1989). 1 – mineralized peat soil; 2 – tall sedge-reed peat; 3 – reed peat; 4 – Sphagnum peat; 5 – tall sedge peat; 6 – gyttja; 7 – sand.
  • Figure 3. Conceptual model of the Wielkie Błoto fen. (a) Natural state; (b) envisaged future status as a result of intense exploitation of the Wola Batorska well field. GDE – groundwater-dependent ecosystem; GDTE – groundwater-dependent terrestrial ecosystem; R – riparian forest; EWRs – environmental water requirements; SY – safe yield of the aquifer exploited by the Wola Batorska well field.
  • Figure 4. Upper panel: the results of vertical electrical sounding (VES). (a) 1-D interpreted resistivity section (S01–S11). Clay layer marked in blue. (b) Two variants of interpreted resistivity vertical profile based on VES sounding in the vicinity of GP 2 site. C1 corresponds to fixed resistivity of clay equal to 21 Ohmm. Also shown are the geological logs of Geoprobe® soil cores at GP1, GP2 and GP3 and the borehole drilled in the centre of the Wielkie Błoto fen (54N). Lower panel: GPR echogram along the P1 profile shown in Fig. 2 (see text for details).
  • Table 1. Environmental tracer data for groundwater samples collected in the study area (n.m.: not measured).
  • Table 2. Physico-chemical parameters of groundwater samples collected in the study area (n.m.: not measured).
  • Figure 5. (a) δ2H–δ18O relationship for groundwater samples representing the Neogene aquifer, collected in the study area. Mean isotopic composition of modern recharge of the aquifer is also shown. GMWL – global meteoric water line; LMWL – local meteoric water line (monthly precipitation at Krakow station, ca. 15 km northwest of the study area, collected during the period 1975–2013). (b) δ2H– δ18O relationship for groundwater samples representing shallow Quaternary aquifer underlying the Wielkie Błoto fen (see Figs. 1, 2 and Table 1).
  • Table 3. Radiocarbon piston-flow ages of groundwater in the confined zone of the investigated part of the Neogene aquifer, calculated using NETPATH code.

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CITATION STYLE

APA

Zurek, A. J., Witczak, S., Dulinski, M., Wachniew, P., Rozanski, K., Kania, J., … Moscicki, W. J. (2015). Quantification of anthropogenic impact on groundwater-dependent terrestrial ecosystem using geochemical and isotope tools combined with 3-D flow and transport modelling. Hydrology and Earth System Sciences, 19(2), 1015–1033. https://doi.org/10.5194/hess-19-1015-2015

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