Modelling small groundwater systems: experiences from the Braunton Burrows and Ainsdale coastal dune systems, UK
- 556 Downloads
Coastal dunes are delicate systems that are under threat from a variety of human and natural influences. Groundwater modelling can provide a better understanding of how these systems operate and can be a useful tool towards the effective management of a coastal dune system, e.g. by identifying strategically important locations for flora and fauna and guiding the planning of management operations through predicting impacts from climatic change, sea level rise and land use management. Most dune systems are small, typically of the size 10–100 km2, compared with inland groundwater systems. Applying conventional groundwater modelling approaches to these small systems presents a number of challenges due to the local scale of the system and the fact that the system boundaries (sea, drains, ponds etc.) are close to the main body of the aquifer. In this paper, two case studies will be presented using different modelling approaches to understand the groundwater balance in two dune systems in the UK. The studies demonstrate that, although conventional hydraulic models can describe the general system behaviour, a fuller understanding of the recharge mechanisms and system boundaries is needed to represent adequately system dynamics of small groundwater systems.
KeywordsDune system Groundwater flow modelling Hydrogeology Ainsdale Braunton Burrows UK
Dune system hydrology
They typically consist of wind-blown sands (from exposed sea bed in the last glacial period) that accumulated on top of impermeable estuarine or glacial clays, which in turn form the base of the dune system aquifer and provide a distinct hydraulic barrier to the underlying bedrock strata (Robins et al. 2013; Stratford et al. 2013). The British climate provides an average annual excess of rainfall over evaporation during winter months which causes an accumulation of water within the dune systems, creating a so called “groundwater dome”, although the outflow conditions at the edges vary. The extent and height of the dome, and hence the groundwater head distribution within the dune system, is controlled by various factors including recharge, aquifer geometry and the physical properties of the sand aquifer, specifically by dune sand storage coefficient (S) and the distribution of permeability or hydraulic conductivity (K). S and K are often approximated from grain size analysis (Robins 2013) as conventional pump tests methods cannot easily be applied in thin, high conductivity aquifers where the transmissivity (defined as the product of aquifer thickness and K) declines rapidly as the drawdown from pumping increases. Moisture content profiling can be applied to help improve understanding, by providing a recharge value against which formation parameters such as K and S can then be validated (Stratford and Palisse this issue).
Geometry and spatial dimensions of the dune system are also important in controlling groundwater head distributions. The elevation of the aquifer base in relation to main drainage features, for example, controls the saturated thickness of the aquifer (b) and hence its transmissivity (T). T is defined as the rate of flow through a unit width of aquifer under a unit hydraulic gradient and is also related to the aquifer’s hydraulic conductivity (T = b*K). Other important factors controlling groundwater head distributions within dunes are the functionality of man-made drainage systems and the effective precipitation (i.e. the amount of water that infiltrates into the dunes following interception of rainfall on the plant canopy, recharge of any soil moisture deficit, evaporation from wet plant surfaces and transpiration by vegetation).
Each dune system has its own unique drainage characteristics (e.g. direct flow to the sea, free drainage inland, agricultural drains, controlled water levels or adjacent river with varying flows). Discharge to the beach beneath the fore dune creates a diffuse brackish zone rather than a saline wedge. This zone is flushed twice daily by the sea tides and, at low tide, a mixture of sea water and dune groundwater can often be seen discharging to the foreshore.
Land use varies between the systems, some are actively grazed whereas others are left un-managed or have partial tree cover. The sensitivities of the water tables may differ; one site may be susceptible to changes in vegetation, another to coastal erosion and accretion or to the rainfall regime. It is important to understand these sensitivities in order that each coastal dune system can be managed to best advantage.
Dune system ecology
Coastal dunes are valuable ecological reserves within which a series of hydrological and hydroecological environments exist (Davy et al. 2006; Davy et al. 2010; Lammerts et al. 2001). The dune habitats are strongly influenced by hydrology and groundwater levels within the dune systems especially in the ‘slacks’, the low-lying areas between dune ridges. The water table in the slacks is near the surface, or intercepts it during periods of high water levels, but has a high seasonal variation’ (Grootjans et al. 1998). Groundwater response to recharge is different in different slack types (Lammerts et al. 2001) and lags between rainfall and groundwater level change in some systems can be 4–7 months (Jones et al. 2006). Groundwater table variations determine the abundance of many slack species, in particular in wet (humid) slacks (Willis et al. 1959a; Willis et al. 1959b). Seasonality is also important, with spring water levels controlling the breeding success of European Priority species. For example, Natterjack toads Epidalea calamita, which are on the ICUN red list of threatened species (http://www.iucnredlist.org/details/54598/0), need shallow freshwater ponds in sandy environments to breeds successfully. The ponds need to 30-100 cm deep between the months of April to June, and ideally should dry out as the summer progresses (Denton et al. 1997). Should the water table in these dune systems recede, these slacks will evolve from humid to dry accompanied by a corresponding deterioration in habitat variety and quality (Ranwell 1959). In order to preserve the preferred humid slack environments, dune managers need to have some understanding of likely changes in the elevation of the water table and the factors that control them.
Groundwater monitoring in coastal dune systems
Dunes have been regularly monitored (in some cases for over 40 years) using dip wells which are usually recorded on a monthly basis (Clarke and Sanitwong Na Ayuttaya 2010) although more frequent water level monitoring (e.g., at 30 min intervals) is being undertaken at some UK dune systems, e.g., at Formby Point and at Ainsdale. These data provide information on seasonal fluctuations and inter-annual changes in groundwater levels and also the short-term response of groundwater to differing patterns of rainfall and evaporation. No clear climate change signal has yet been detected in these observations, yet climatic change and the impact of land management is a major concern for nature reserve managers and other environmental organisations (Provoost et al. 2011).
Groundwater monitoring within coastal dune systems is driven by the need to provide appropriate data and understanding for effective dune system management. Spatial and temporal data are needed to develop a conceptual model of the hydrological/ hydrogeological functioning of the dune system. This conceptualisation can in turn be tested by numerical modelling once sufficient data are available for this purpose. The aim of any groundwater monitoring programme is, therefore, to arrive at an understanding of how a dune system operates, the changes that have occurred over a range of timescales and how those changes have impacted the hydrology and ecology of the dunes system. This knowledge informs how changes in environmental drivers or dune management may impact the system in the future.
An important aspect of groundwater data collection and monitoring within coastal dune systems is to understand and quantify the different components of the hydrological water balance (Fig. 1). However, there are differences of viewpoint on the value of groundwater monitoring and modelling between the scientific community and the organisations who own and manage the dune systems. Hydrologists are interested in developing process models to assess topics such as long term climatic change effects and the effects of sea level rise whereas a managers usually want to understand the causes of shorter term inter annual variability of aquifer recharge and the impacts of changing land use policy such as grazing or removing tree cover. Nevertheless, an important aspect of groundwater data collection and monitoring is to understand and quantify the different components of the hydrological water balance (Fig. 1). This includes understanding the temporal and spatial distribution of groundwater heads (such as water table and pond levels), flow directions, rainfall recharge inputs as well as aquifer discharge, i.e. inland seepage or groundwater flow towards the sea.
Groundwater modelling of coastal dune systems
While water level observations provide valuable information, they alone do not explain the processes that drive changes in groundwater levels. A key way of dealing with this problem is the development of dynamic groundwater models, either conceptual or distributed numerical groundwater flow models. Both are data intensive techniques, but a validated groundwater model would enable ‘what if’ scenarios to be tested and the model to be tested on likely impacts of human or natural changes.
A number of different modelling approaches of differing complexities have been applied to understanding groundwater flow and solute transport in dune systems. The simplest is a water balance approach in which inflows and outflows are calculated and compared to storage changes in the aquifer (e.g. Jacobson and Schuett 1984). Analytical solutions, exact solutions of governing equations, have been applied at some sites and examples include a comparison of deterministic models with analytical element approaches which have been undertaken to simulate abstraction for the Amsterdam Water Supply (Olsthoorn 1999).
Simple regression or other “black box” approaches, in which processes are not explicitly represented, can be applied but must be used within observed limits (e.g. Wheeler et al., 2015). Otherwise, they may predict water levels that are physically impossible by extrapolating a fitted line between rainfall and water table levels. Another approach might be to develop a point or lumped model (e.g. Mackay et al., 2014) where the whole system is considered to be uniform, i.e. with constant vegetation cover and uniform distributions of grain size and permeability. This has the advantage of simplicity but a disadvantage is that dune systems are heterogeneous. A more usual approach is to develop a model that is spatially distributed (e.g. MODFLOW model of St. Fergus dunes; Malcolm and Soulsby 2000). The disadvantage is that gaps in data need to be identified and addressed, although the modelling process itself can identify these gaps (e.g. Jackson et al., 2005). Understanding spatially distributed parameters will lend itself to a regional distributed groundwater model.
A specific challenge in dunes system modelling is the representation of slacks (and groundwater-fed ponds) which can form a direct outflow from the groundwater system through evaporation (Winter and Rosenberry 1995) and, hence, can significantly impact the overall water balance. They are by their nature ephemeral, appearing in winter after periods of recharge and disappearing during summer when groundwater heads are low. As such they are similar to groundwater fed, ephemeral lakes and can be modelled using approaches for modelling Eskers (Ala-aho et al. 2015), groundwater-fed lakes (Lubczynski and Gurwin 2005) or Turloughs (Gill et al. 2013). However, the challenge for modellers is dealing with groundwater when it appears above ground level, particularly translating it into a surface water system (pond or lake), groundwater inflow and accounting for evaporation. Potential approaches include using fully-featured models such as Mike-SHE (e.g.(House et al. 2015), MODFLOW lake package (Merritt and Konikow 2000) or combining bespoke pond models with groundwater models using dynamic model linking techniques such as OpenMI (Knapen et al. 2013).
Given the proximity to the sea salinity can be an issue in terms of groundwater flow and abstraction in relation to saline intrusion (Essink 2001). A number of studies have been undertaken using variable density modelling to address this, particularly where groundwater is being abstracted from the dune system. The coastal Belgium dune systems have been extensively researched and a number of models created to help understand the challenges of sustainably extracting groundwater from dune systems. Vandenbohede et al. (2009) report the use of MOCDENS3D to simulate how groundwater abstraction in Westhoek, Belgium affects saline intrusion from the sea into a dune groundwater system.
The aim of this paper is to demonstrate how differing approaches to developing groundwater models can lead to a) better understanding and improved conceptual models of the groundwater systems, b) identifying the key drivers that affect water table levels and changes such as recharge and boundary conditions, c) the suitability of existing data to validate and test the conceptual models, including identification of additional data requirements and d) being able to simulate adequately seasonal, inter annual and longer term trends in groundwater levels.
Groundwater level observations have been recorded at over 10 dune systems in the UK and Northern Ireland, including Sefton, Braunton, Newbrough, Sandwich, Seascale, Whiteford, Merthyr Mawr, Point of Ayr, Magilligan and Portstewart. We selected two sites for our case studies which have the longest continuously monitored records of groundwater levels in the UK – Braunton Burrows in Devon, South East England (40 years) and at Ainsdale in Merseyside, North West England (44 years). Models for the two groundwater systems were developed independently using different approaches (3D finite difference, distributed model at Braunton Burrows and 1-D recharge distributed spatially at Ainsdale) to demonstrate that modelling provides a better understanding of the systems and assists in identifying what data are crucial to produce functioning groundwater models. In the paper we will assess the ability of groundwater models to represent dune system hydrology validated by historical data in order to evaluate if such modelling is reliable enough to have a role in influencing dune management.
Stratford et al. (2013) have found that water levels in the dunes have been gradually declining since 1966 by about 0.7 m in winter and slightly more in the summer and this has raised concerns of the ‘drying out’ of the dune system (English Nature 1992). A groundwater modelling study was instigated to better understand the controls on the dune groundwater system and to investigate possible reasons for the observed water level decline.
Grid construction and initial parameterisation
Dynamic balance simulation
Grid construction and initial parameterisation
A simple one-layer groundwater flow model was constructed in ZOOMQ3D (Jackson and Spink, 2004) using a uniform grid (cell size 200 × 200 m) (Fig. 2b). Boundary conditions were assigned based on the conceptual understanding provided by Robins (2007). The western and southern model boundaries were located half-way between the low and high (tidal) water mark and constraint by a Dirichlet-type head boundary, representing the mean sea water level. In the north and north-east, no-flow boundaries were assigned representing the contact to the Devonian cliffs and marshland clays, respectively. The south-eastern model boundary coincided with the Western Boundary Drain (WBD) and was represented by series of one-way leakage nodes (Cauchy-type). The model is spatially-distributed, predicting the spatial distribution of water levels within the dune system as a function of time and a variety of spatial variables (i.e. recharge, aquifer depth, permeability).
Previous studies suggest that there is little spatial variation in aquifer depth, particle size or hydraulic conductivity across the dune system (Burden, 1998; Allen et al., 2014). Hence, a uniform distribution of hydraulic conductivities (10 m d−1) was initially assumed across the entire model domain. The aquifer base was set to 0 m AOD, based on evidence presented by Burden (1998) who identified the presence of an impermeable, silty/clay layer at approximately that depth (mean sea level) at five locations across the site. Recharge was calculated using the recharge model ZOODRM (Mansour and Hughes 2004) with rainfall and Evapotranspiration data from the Bideford weather station (10 km inland) and from MORECS (40 km × 40 km integrated value), respectively. The model was run from 1st January 1970 to the 31st December 2014 using a daily time step. The calculation method used is the modified FAO (Hulme et al., 2001) using soil parameters from soil maps and crop parameters from a combination of Land Cover Map 2000 (Fuller et al., 2002) for their spatial distribution and literature values (Hulme et al., 2001). Temporally varying recharge was calculated, but the same value was applied across the entire model domain, i.e. assuming that there is no spatial variation in recharge across the site.
To examine the sensitivity of the model results to the input parameters and model geometry, a series of steady state model simulations were performed. A base run was carried out by running the model using long term average (LTA) recharge inputs until it reached steady state (after about 5 years). Model sensitivity was then tested by modifying a single model parameter and assessing the resulting change by comparing the outputs to those from the original base model as well as to long term average groundwater levels observed at the 17 active monitoring wells across the dune site (see black circles and triangles in Fig. 3). Sensitivities to hydraulic conductivity, aquifer base level, boundary location, leakage node elevation and leakage coefficients were tested as detailed in Table 3.
Parameter ranges and model geometries tested as part of the sensitivity analysis
Changes to model
decreasing/increasing hydraulic conductivity (K) by 25% and 50%
decreasing/increasing aquifer base elevation (z) by 0.5 m and 1.0 m
decreasing/increasing specific yield by 30% and 60%
Move eastern boundary eastwards (2 nodes)
Move western boundary westwards (2 nodes)
Leakage node elevation
decrease/ increase leakage node elevation by 0.5 m
Leakage node conductance
decrease/ increase leakage node conductance by 1 order of magnitude
Model boundary conditions
Add/remove leakage nodes along NE boundary
Add/remove river nodes to NE part of model
Dynamic balance simulation
Model calibration was carried out using time-variant simulations. Since monthly time steps could not represent the observed system dynamics accurately, a daily time step was used. The ZOODRM model was re-run (as detailed previously) employing daily rainfall data from the CERF model - a regionalized rainfall-runoff model (Griffiths et al. 2008) which includes a national data base of daily rainfall (measured by the UK Meteorological Office) at the 1 km scale. Rainfall data from CERF were available for the period from 1983 to 2006, determining the modelling period for all subsequent runs.
Calculated head distribution from the dynamic balance was used as initial head conditions in all calibration runs. The model was run at a daily time step for the period from 1983 to 2006. Outputs were compared against observed water level data for the 17 observation wells (black circles and triangles in Fig. 3), visually by plotting modelled against observed water levels and quantitatively, by calculating the Nash-Sutcliffe efficiency (NSE) and the Root Mean Square Error (RMSE) for each run.
Calibration started with a simple base case of uniform transmissivity distribution (i.e., uniform hydraulic conductivity (K) and aquifer base elevation (z)) and porosity across the entire model domain. Model complexity was gradually increased during the calibration process to include 4, 6 and 12 zones across which transmissivity was varied by changing K or z. Initially, delineation of zones (4 & 6 zones) was based on the understanding that (1) the bedrock surface beneath the dunes, and hence the base of the aquifer (z), is sloping towards the sea (May 2001) and (2) that the hydraulic conductivities (K) change inland towards Braunton Marsh (Burden, 1998). Later, a pilot geophysical survey was initiated using passive seismic (TROMINO®) technology to better constrain aquifer base elevations across the model area. Using these data, a more detailed delineation of transmissivity zones (12 zones) within the dune system was derived.
The use of transmissivity zones was preferred in this study to reduce the number of ‘free’ parameters for calibration (Refsgaard 1997). Instead of varying aquifer base elevation (z) and hydraulic conductivity (K), one parameter, usually z, was fixed for the entire study area while the other one (K) was adjusted during calibration to simulate variations in transmissivity (T). Hence, values of K derived in this study present an adjustment factor for T, not a hydraulic conductivity per se.
Parameter ranges for the Monte Carlo simulations
Hydraulic conductivity (K)
Aquifer base elevation (z)
m a OD
-2 – 2
Aquifer storage (S)
Model validation, as commonly used in surface water modelling, is not undertaken here as it is not considered useful or even possible within the context of groundwater modelling (Anderson et al. 2015, Konikow and Bredehoeft, 1992). Because of the large numbers of parameters involved, Doherty and Hunt (2010) advise using all available data in the calibration process as omitting any data is likely to result in a poorer calibration.
Results and discussion
Summary of key model runs: zone delineation, parameterisation and model performance measures (NSE, RMSE)
Sensitivity analysis: The final run of the sensitivity simulations, i.e. the selected best fit model, is shown in Figs. 5a and b. Figure 5a shows a satisfactory match between the modelled water levels (solid line) and the observed minimum and maximum water levels (broken lines) along the three transects (shown in Fig. 3), with better agreement in the northern part of the dune system (Transect 1) compared to the south. Water level contours produced by the model (Fig. 5b) were very similar to observed water level contours, e.g., as presented by Burden (1998) and Willis et al. (1959b) and hence, this model was taken to be a satisfactory starting point for further model development.
Dynamic balance: Results from the dynamic balance simulation are shown in Fig. 4 for selected observation wells. Initial runs (not shown) displayed a time lag of around one month between the overserved and the modelled seasonal signal, representing the average time needed for effective precipitation at the surface to reach the groundwater table (Moon et al. 2004). Applying a lag correction of one month to the recharge data resulted in better agreement between modelled and observed system dynamics (Fig. 4).
An attempt was made to use Monte Carlo for an increasing level of complexity, e.g., including 4 transmissivity zones (Fig. 7a) within which K was simultaneously varied within a predefined range (Table 2). The results are shown in Fig. 7b for OBH 1, and demonstrate that this introduced too many degrees of freedom and resulted in non-identifiability. Consequently, calibration was continued by manual parameter assessment through a number of simulation runs.
Overall model performance (Table 3) was better for the 6-zone model than for the 4-zone model, increasing the number of observation wells with NSE > 0 from three (18%) to five (30%) out of a total of 17. The RMSE also improved from an average of 0.94 (range 0.36–2.36) to 0.64 (range 0.32–1.36). Through adjustment of K, model fit could be improved locally but this caused deterioration in model fit elsewhere, hence the overall model fit remained poor. This indicates that the spatial distribution of transmissivity (and probably also recharge) is more complex than represented by these models. In the absence of additional data, it was felt that calibration could not be improved without making unjustifiable assumptions and that further data, relating to aquifer base topography or K distribution were required.
A pilot geophysical survey of the bedrock depths was initiated as part of this modelling study. Based on the data derived from this work, a more detailed delineation of transmissivity zones was possible. The findings that are of relevance here, include the following points: (1) the bedrock topography underlying the model area is more complex than initially assumed, (2) the depths to bedrock generally increases from around -10 m AOD in the west to 0.5 m in the east (confirming that the underlying Devonian shelf platform is tilting seawards as suggested by May (2001)) with a ridge of slightly higher relief in the central part of the dune system, (3) Depths to bedrock of −34 m to −17 m AOD are observed at the northwestern boundary of the dune system and at locations in the northeast and southeast of the dune system, respectively. The extent of these features needs to be investigated further, but they may represent deep channels or depressions D. Boon. 2015 (personal communication), similar to the Pleistocene ‘rock-valleys’ near Plymouth (Eddies and Reynolds 1988) or the ‘buried channel’ in Bideford Bay, immediately south of the Braunton Burrows site, which was estimated to reach a depth of about −30 m AOD (McFarlane 1955).
The results are summarised in Table 3. It shows a considerable improvement in overall model performance, with 12 from 17 observation wells (70%) displaying a NSE > 0 compared to 5 from 17 (30%) for the 6 zone model. Improvement in model fit is also reflected by the lower average RMSE of 0.40 (range 0.25–0.84) compared to the previous 0.64 (0.32–1.36).
The water level dynamics are generically well reproduced by the model (Fig. 11), except in OBH 6, where water level variations are less dynamic than predicted. Overall water levels are predicted correctly by the model, except at OBH 10 (not shown), where water levels are underestimated by about 50 cm, and OBH 17, where they are overestimated to a similar degree.
There is still a discrepancy between modelled and measured data, which is observable in all hydrographs in Figs. 10 and 11. Examining these hydrographs more closely shows that this discrepancy appears to start in the early 2000s. For example, the observed groundwater levels show a significant fall in late 2001 before levelling off, whereas the modelled response is a continued cyclical decrease in groundwater head. There appear to be a number of rainfall events (smaller and one larger) in the observed data which are not reproduced in the modelled response. For example, the observed response shows an event in early-mid 2004 which leads to a rise in groundwater heads in all OBHs across the site but is not seen in the modelled response. This event could result in the groundwater system receiving a large mass of recharge which slows the year on year reduction of groundwater heads within the dune aquifer. If these events were not captured in the gridded rainfall data, used here to drive the model, this could explain why modelled water levels decline whereas the observed data show a level response.
Ainsdale (Sefton coast)
Sensitivity analysis and model validation
Two measures of goodness of fit were used to evaluate model performance – the root mean square error between observed and modelled levels (RMSE) and the Nash-Sutcliffe efficiency coefficient (NSE). Values of these measures are shown in Fig. 15 when the model is applied to a typical observation well in the dune system. The best model fit (RMSE = 0.12 m, NSE = 0.84) was found to occur when permeability (K) was set to 11 m d−1, effective porosity (ne) to 0.28 for the dune sand deeper than 50 cm, rising to 1.0 at the surface (i.e. open air) and the dune sand thickness (b) equal to 60 m (Fig. 15d).
Following testing and calibration, the model was able to reproduce the vertical changes in water table levels within +/− 10 cm over a 30 year period. The model was applied to two other wells, one in the open dune fields close to the sea and another under the pine forest further inland. In both cases, the model parameters required adjustment and re-calibration as the vegetation cover differed. In the case of the dune fields closer to the sea, there is a larger area of slacks and fewer dune ridges. This affected the soil water balance and in winter time, the flooded slacks joined up and were able to generate some overland flow in addition to the groundwater flow. Under the pine trees, the effects of rainfall interception had to be included in the model, based on the algorithms suggested by Calder (2005). In both cases, the adjusted models were able to replicate observed water table levels. However, the general applicability of the water balance approach to different parts of the dune system required fine tuning to the specific sets of conditions at each location.
In the previous sections, we have described two independent approaches for modelling dune groundwater systems, (1) a three-dimensional, numerical groundwater flow model (ZOOMQ3D) with spatially distributed parameters for dune system properties and (2) a one-dimensional single-point / lumped parameter model, to simulate groundwater flow in small sand dunes systems at Braunton Burrows and Ainsdale, respectively.
Developing the groundwater flow of the Braunton Burrows dune system has shown that a higher degree of model complexity/heterogeneity has been required than was initially anticipated based on the conceptual model. Whilst the system itself is of relatively modest size (8 km2) and has been subject to a variety of surveys and studies (e.g. Mcfarlene 1955; Kidson & Carr 1960; Kidson et al. 1989; Burden 1998; May 2001; Stratford et al. 2013; Allen et al. 2014), quite a high degree of uncertainty was discovered during model development relating to the definition of the model boundary conditions (e.g., drainage conditions in the northeast of the model domain) and the transmissivity distribution within the model domain.
Simplifying assumptions had to be made during the early stages of model development, but these were gradually adjusted using sensitivity analysis. The importance of such an analysis in defining the correct model boundary conditions has been demonstrated by Hunt et al., (1998).
Targeted field investigations were an important part of the model development process, specifically the geophysical survey, which provided an improved characterization of the bedrock topography and led to a more detailed delineation of transmissivity zones within the model domain. Constructing models with increasingly more complex spatial distributions of transmissivity within the model domain, led to considerable improvements in the fit between predicted and observed heads.
Calibration of transmissivity (T) (= one parameter) rather than hydraulic conductivity (K) and depths to aquifer base (z) (= two parameters) was chosen here to reduce the degrees of freedom or “free parameters” in model calibration, as proposed by Refsgaard (1997), and to reduce the problem of equifinality or non-uniqueness in numerical modelling (Beven 2006), which says that there are many different conceptualizations of a numerical groundwater flow model that fit the observed data equally well. This problem has been demonstrated by the Monte Carlo analysis (Fig. 7), where many different combinations of T resulted in the same or similar NSE values (despite the reduction in free parameters). This non-uniqueness is also the reason for why numerical groundwater models cannot be truly validated (Konikow and Bredehoeft, 1992) and why their use must be constraint by their inherent uncertainty (Wondzell et al., 2009).
In the Braunton Burrows model, model uncertainty needs to be reduced and the problem of equifinality must be further investigated. While the topography of the aquifer base (i.e. z) is relatively well-constrained by the data from the geophysical survey, there remains large uncertainty relating to the distribution of hydraulic conductivity (K) within the dune system. The inability of the model to reproduce the observed water level response in some parts of the model may indicate that the distribution of hydraulic conductivities across the model domain is not as uniform as Burden (1998) and Allen et al. (2014) suggest. Recent drilling in the central part of the dune system has revealed the presence of coarse sands and gravels at depths within the dunes (D. White, 2015, personal communication), hence challenging the general assumption that sand-blown dune systems consist of uniform, well-sorted granular sediments throughout. Furthermore, the lack of water level data in the north of the dune system must be addressed and an improved understanding of how rainfall events in 2004 influence recharge is required.
Groundwater modelling is often considered to be a linear process, consisting of a series of successive steps as, for example, outlined in Hobma et al. (1995). The present study illustrates that it should be a more iterative process and that modelling should be carried out in conjunction with field studies, i.e. not as a postscript, but as ongoing interaction. This interaction is required throughout the investigation process. The importance of feedback between numerical modelling, conceptual modelling and data collection is increasingly recognised in the modelling of dune systems (e.g. Spring (2005)) as well other groundwater systems (Voss 2011).
The simple, conceptual modelling undertaken for the Ainsdale Dune system demonstrated that such a model could be calibrated with reasonable generic hydraulic parameters (K = 11 m d−1; ne = 0.28). There are a number of observation boreholes on the Ainsdale site and the model transferability was tested by applying it to two more boreholes. However, adjustments were required as at one location the dune slack generation was more pronounced, and the other was covered by pine trees. For the latter, the recharge module of the model needed adjustment to take into account interception. The changes required by the model illustrate the variability within a small site. The subtle variation of land use and surface response required changes to the model structure thus reinforcing the need for interaction and subsequent flexibility within the modelling methodology.
In first runs of models, a poor fit is usually found between the water table levels observed in the field and the model-generated data. This often forces the modeller to return to the conceptual model or to question the data used to parameterise or run the model (e.g. the representativeness of the available dune property data or the scale at which rainfall or evapotranspiration data are employed). This interactivity is key to heuristic learning, i.e. learning by someone doing something themselves, and helps guide the user through developing their understanding of the system and identifying important controls. Voss (2011) points outs that rather than use automatic calibration the interaction between the user and the model should be “learning something from a model-based analysis”.
Conclusions and recommendations
Data collection in dune systems was initially instigated in the UK in the 1970’s to monitor system behaviour, but managers of these systems realised that large variations in water table levels could not be explained as a simple response to rainfall or changes in land use practices. Groundwater models provide effective tools to explore what controls such water level variation and to investigate the hydrology of dune systems.
Two modelling approaches were presented in this study which differ in complexity, but which both have produced models that successfully describe the water table variations in the simulated dunes systems.
A high degree of model complexity and between-site adaptations in model structure were required to be able to reproduce the dune systems’ behaviour. This illustrates that these systems are hydrologically complex despite their small size and clear boundaries. Factors such as bedrock topography, land use and local climatic conditions are important controls on their hydrological response and hence, need to be described adequately by the model. The general assumption that sand-blown dune systems have a uniform and well-sorted sediment composition, and hence a uniform K distribution, needs to be investigated for each dune site individually and treated cautiously until proven by representative field surveys.
Because of their small size, models representing such small aquifer systems are more sensitive to uncertainties in input data (i.e., basic driving data such as rainfall and evaporation), model geometry (positioning of model boundaries) and model parameterisation as well as to changes (i.e. land use) that occur during the simulation time period. Thus, it is critically important to collect time series data (e.g., rainfall, evapotranspiration, water levels) at relevant temporal and spatial scales and also to explore the dune system for variations in thickness, land cover, grain size distribution and permeability.
The case studies have demonstrated that modelling can support the development of systems understanding through repeated interrogation of the model outputs, observed data and conceptual understanding. This process usually raises question relating to conceptual understanding and data availability. It is therefore important that modelling is carried out in parallel to field investigations and monitoring, ideally during earlier stages of the research project, so that it can inform researchers and managers of important data needs or identify locations where additional monitoring or data collection would result in improved system understanding and reduction in uncertainty.
Modelling should be an iterative process which guides the user towards a better understanding of the modelled system. Deficiencies in the model in reproducing the observed response, both spatially and temporarily, point the modeller to where further data and/or process understanding is needed.
Given that the role of modelling is to raise questions as well as to answer them, this study has demonstrated that this applies even in small systems that are thought to be well understood.
We wish to thank David Boon from the British Geological Survey for providing the geophysical data used in this study. We further thank the two anonymous reviewers whose constructive comments/suggestions helped improve and clarify this manuscript. The work was funded by the Natural Environment Research Council (NERC) through Science Budget funding to the British Geological Survey and by the School of Civil Engineering and the Environment of the University of Southampton. CA, AGH and NSR publish with the permission of the Executive Director of the British Geological Survey (NERC). The authors declare that they have no conflict of interest.
- Allen RK, Smith M, Perrier A, Pereira LS (1994) An update for the calculation of reference evapotranspiration. ICID Bull 43:35–92Google Scholar
- Anderson MP, Woessner WW, Hunt RJ (2015) Applied groundwater modeling: simulation of flow and Advective transport. Elsevier Academic PressGoogle Scholar
- Burden RJ (1998) A hydrological investigation of three Devon sand dune systems: Braunton Burrows. PhD, University of Plymouth, Northam Burrows and Dawlish WarrenGoogle Scholar
- Calder IR (2005) Blue revolution: integrated land and water resources management. 2nd edition ed. EarthscanGoogle Scholar
- Clarke D (1980) The groundwater balance of a coastal sand dune system. PhD thesis, University of LiverpoolGoogle Scholar
- Davy A, Grootjans A, Hiscock K, Petersen J (2006) Development of eco-hydrological guidelines for dune habitats - phase 1. English Nature Reports Number 696Google Scholar
- Davy A, Hiscock K, Jones M, Low R, Robins N, Stratford C (2010) Ecohydrological guidelines for wet dune habitats – phase 2. Environment Agency ReportGoogle Scholar
- Doherty JE, Hunt RJ (2010) Approaches to highly parameterized inversion—A guide to using PEST for groundwater-model calibration. Unites States Geological Survey Report Scientific Investigations Report 2010–5169Google Scholar
- Eddies RD, Reynolds LM (1988) Seismic characteristics of buried rock-valleys in Plymouth Sound and the River Tamar Proceedings of the Ussher Society, 7Google Scholar
- English Nature (1992) Braunton Burrows SSSI management brief. South West RegionGoogle Scholar
- Freeze RA, Cherry JA (1979) Groundwater. Prentice-Hall, Inc., Englewood CliffsGoogle Scholar
- Griffiths J, Keller V, Morris D, Young AR (2008) Continuous estimation of river flows (CERF). Environment agency report SC030240Google Scholar
- Hobma TW, Bottelier RC, Janssen LLF (1995) Groundwater modelling of a coastal dune using remote sensing and GIS. EARSeL Adv Remote S 4:115–127Google Scholar
- House AR, Thompson JR, Sorensen JPR, Roberts C, Acreman MC (2015) Modelling groundwater/surface water interaction in a managed riparian chalk valley wetland. Hydrol Proc. doi: 10.1002/hyp.10625
- Hulme P, Rushton K, Fletcher ST (2001) Estimating recharge in UK catchments. IAHS PUBLICATION Jul:33–42Google Scholar
- Jackson CR, Spink AEF (2004) User’s manual for the groundwater flow model ZOOMQ3D. British Geological Survey Internal Report IR/04/140Google Scholar
- Kidson C, Carr AP (1960) Dune reclamation at Braunton Burrows, Devon. Chartered Surveyor 93:298–303Google Scholar
- Mansour MM, Hughes AG. 2004. User's manual for the distributed recharge model ZOODRM. British Geological Survey Report IR/04/150.Google Scholar
- May VJ (2001) Sandy beaches and dunes - Braunton Burrows. Geol Conserv Rev 28:2731–2740Google Scholar
- Merritt ML, Konikow LF (2000) Documentation of a computer program to simulate lake-aquifer interaction using the MODFLOW ground-water flow model and the MOC3D solute-transport model. US Geological SurveyGoogle Scholar
- Refsgaard JC, Storm B (1996) Construction, calibration and validation of hydrological models. In: Abbott MB, Refsgaard JC (eds) Distributed hydrological modelling. Springer Netherlands, Dordrecht, pp 41–54Google Scholar
- Robins, N.S. 2007. Conceptual flow model and changes with time at Braunton Burrows coastal dunes. British Geological Survey.Google Scholar
- Spring K (2005) Groundwater flow model for a large sand mass with heterogeneous media, Bribie Island, Southeast Queensland. MSc thesis, Quensland University of TechnologyGoogle Scholar
Open Access This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.