Groundwater modelling on the upper Waikato catchment: stage 2
Report: TR 2012/13
Author: J Weir (Aqualinc) and C Moore (ESR)
Abstract
Groundwater in the upper Waikato catchment is a valuable resource for agriculture, water supply, forestry and industry. Groundwater quality is naturally high, but there are indications that this quality is deteriorating as a result of existing land use intensification and deforestation. Compounding this concern is the very substantial lag time between land use changes and the realisation of subsequent effects on groundwater and surface water quality. It is expected that the effects of land use changes have not yet fully manifested, and additional intensification may take years to fully develop, further compounding the deterioration.
Waikato Regional Council has consequently proposed a long-term programme to develop a groundwater model to assist managing water quality and appropriate policy development within the catchment.
The first stage of the investigation was completed in 2010 and marked the beginning of the longer-term investigative and modelling programme. The stage 1 work focused on choosing a suitable modelling platform for the long-term investigative programme. The purpose of the stage 2 investigation was to construct a numerical groundwater model (both flow and transport) for the study area. This report documents work completed on stage 2 and makes recommendations for future investigations.
Groundwater modelling on the upper Waikato catchment: stage 2 [PDF, 9.3 MB]
Contents | ||
Executive summary | 1 | |
1 | Introduction | 5 |
1.1 | Project purpose | 5 |
1.2 | Stage 1 investigation | 5 |
1.3 | Stage 2 investigation | 6 |
1.4 | Study area | 7 |
1.5 | Project collaboration | 10 |
1.6 | Key personnel | 10 |
1.7 | Disclaimers, acknowledgemetns and copyright statements | 10 |
1.7.1 | Data supplied by Waikato Regional Council | 10 |
1.7.2 | Land resource inventory | 10 |
1.7.3 | Geological information from GNS Science | 10 |
1.8 | Data collation and analysis | 10 |
1.9 | Report structure and objectives | 11 |
2 | Grid discretisation and transport time step trials | 12 |
2.1 | Grid sizes and transport time steps trialled | 12 |
2.2 | Results | 12 |
3 | Model development | 14 |
3.1 | Re-assessment of the geological representation | 14 |
3.2 | Groundwater level data | 17 |
3.3 | Refinement of the river boundaries and measured river gains | 17 |
3.4 | Aquifer test data | 18 |
4 | Model calibration | 19 |
4.1 | Parameterisation and observation weighting | 19 |
4.2 | Calibration results | 19 |
4.2.1 | Fit to measured groundwater levels | 19 |
4.2.2 | Fit to measured flow gains in the Waikato River | 23 |
4.2.3 | Model groundwater budgets | 24 |
4.2.4 | Calibrated parameter values | 24 |
4.2.5 | Parameter sensitivities: calibration | 27 |
4.2.6 | Parameter uncertainty | 32 |
4.2.7 | Parameter confidence intervals and parameter uncertainty | 36 |
4.2.8 | Parameter correlations and Eigen values | 37 |
4.2.9 | Calibration of groundwater age, travel times and model porosity | 38 |
4.2.10 | Comparison of grounwater nitrate-nitrogen concentrations | 39 |
4.2.11 | Comparison of Waikato River nitrate-nitrogen concentrations | 41 |
5 | Predictive transport simulations | 44 |
5.1 | Predictive scenario 1: intensive dairying everywhere | 44 |
5.2 | Predictive scenario 2: timing of regional effects on rivers | 46 |
6 | Considerations for future work | 48 |
7 | References | 49 |
Appendix A: Data collection and analysis | 51 | |
Appendix B: Hydrogeological descriptions supplied by GNS Science | 71 | |
Appendix C: MODFLOW grids for the grid discretisation trials | 84 | |
Appendix D: Reproduction of figure 3.2 from Collier et al (2010) | 87 |
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