Groundwater and Surface Water Interactions in the Highwood River and Sheep River Watersheds: An Integrated Alpine and Non-Alpine Assessment
Abstract
1. Introduction
Rationale for Use of Tracer Methods
2. Study Site
3. Materials and Methods
3.1. Water Sampling Locations
- (i)
- Alpine inputs mapping on the Highwood and Sheep rivers to understand the seasonal variations in snowpack, the hydrologic regime of alpine contributions, and their subsequent impact on the water supply for downstream communities.
- (ii)
- Existing municipal water monitoring sites from the participating municipalities, namely Foothills County, the town of Okotoks and town of High River. These included a few surface water and groundwater well sites to understand the change in stream and baseflows and the impact of precipitation on the water quality and quantity of the tapped aquifer.
- (iii)
- Springs within the HRSR watersheds were sampled for isotopes and geochemistry to characterize the groundwater discharge (exfiltration) zones within the watersheds and map the groundwater–surface water interactions. Springs usually release groundwater from an aquifer, with flow influenced by natural hydraulic gradients and, in some cases, fractures in the bedrock.
- (iv)
- Provincial monitoring sites within the HRSR watersheds are monitored by Alberta Environment and Protected Areas (EPA) as part of their ongoing monitoring program. The tributary monitoring network in Alberta includes four monitoring stations situated within the HRSR watersheds, which have been incorporated into this study for the assessment of changes in isotopic composition and geochemical properties.
3.2. Geochemical and Isotopic Analysis
- (i)
- Deuterium (δ2H) and Oxygen-18 (δ18O) stable isotopes were analyzed for hydrograph separation and source component partitioning (rainfall, groundwater, surface water and snowmelt; [15]. Isotopes of water were analyzed by isotope ratio mass spectrometry using a Thermo Scientific Delta V Advantage, Waltham, MA, USA. Oxygen was prepared using a Gasbench II by equilibrating water and CO2 and then introducing CO2 onto the GasBench column using an autosampler [38]. Hydrogen was analyzed by auto-injecting water into a chromium reactor heated to 875 °C in the HDevice to produce H2, which was streamed to the dual inlet for analysis [39]. Results are reported in “δ” notation in permil (‰) relative to Vienna Standard Mean Ocean Water (V-SMOW) and normalized to the SMOW-SLAP scale where SLAP is Standard Light Arctic Precipitation [40]. Analytical uncertainty is estimated to be better than ±0.2‰ for δ18OH2O and ±1‰ for δ2HH2O.
- (ii)
- Carbon-13 stable isotopes (δ13C) in dissolved inorganic carbon were analyzed to differentiate between water recharged in the soil or in deeper aquifer systems. 13C/12C in dissolved inorganic carbon, δ13C-DIC was analyzed using an established method on a Delta V Advantage mass spectrometer, and a GasBench II peripheral, Waltham, MA, USA. In-house standards, established by runs with IAEA-603 and IAEA-612, were run routinely as samples to allow the results to be reported vs. Vienna Pee Dee Belemnite (VPDB). Results are accurate to ± 0.3‰.
- (iii)
- Radon (222Rn) isotope concentration in rivers and groundwater samples was used to identify and quantify the amount and timing of groundwater inflows to the rivers [22] and to facilitate mapping of groundwater–surface water interactions. Radon-222 was measured using Durridge RAD-7 units, Billerica, MA, USA. The Durridge RAD-7 units were combined with other specialized attachments (Rad H2O and Big Bottle System), which agitate the radon gas out of water samples, allowing for the quantification of dissolved radon gas concentrations in water. The measurement accuracy is within ±5% and is corrected for relative humidity ranging from 0 to 100%.
3.3. Flow Gauging
3.4. Hydrogeological Interpretation and Conceptual Understanding
4. Results and Discussion
4.1. Geochemical Trends
4.1.1. Physicochemical Parameters
4.1.2. Water Type Within the Watersheds
4.2. Isotopic Trends
4.2.1. Hydrogen (2H) and Oxygen (18O) Isotopes
4.2.2. Carbon Isotopes (13C-DIC)
4.2.3. Radon Isotopes (222Rn)
4.3. Hydrogeological Interpretation and Conceptual Understanding
4.3.1. Alpine Aquifer Conceptual Model
4.3.2. Groundwater–Surface Water (GW–SW) Interactions
4.3.3. Water Budget
4.4. Aquifer Risk
5. Conclusions
Supplementary Materials
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
| HRSR | Highwood River and Sheep River |
| GW–SW | Groundwater–surface water |
| EPA | Environment and Protected Areas |
| V-SMOW | Vienna Standard Mean Ocean Water |
| SLAP | Standard Light Arctic Precipitation |
| VPDB | Vienna Pee Dee Belemnite |
| AWWID | Alberta Water Well Information Database |
| WURS | Water Use Reporting System |
| IDW | Inverse distance weighting |
| GUDI | Groundwater under the direct influence |
| SPC | Specific conductivity |
| TDS | Total dissolved solids |
| LMWL | Local Meteoric Water Line |
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| Sample Locations | No. of Samples | δ18O Mean | δ18O SD | δ2H Mean | δ2H SD | d-Excess Mean | d-Excess SD |
|---|---|---|---|---|---|---|---|
| SHEEP RIVER | |||||||
| Western Alpine precipitation | 2 | −22.00 | 2.12 | −167.50 | 18.67 | 8.50 | 1.70 |
| Alpine Station | 7 | −19.95 | 0.42 | −151.95 | 2.56 | 7.61 | 0.93 |
| Foothills County | 17 | −19.00 | 0.23 | −147.32 | 1.58 | 4.65 | 0.37 |
| Provincial Monitoring | 24 | −19.79 | 0.34 | −150.87 | 2.57 | 7.48 | 0.16 |
| Okotoks | 39 | −19.63 | 0.30 | −151.21 | 2.44 | 5.81 | 0.73 |
| East Watershed precipitation | 2 | −20.60 | 1.41 | −157.80 | 12.73 | 7.00 | 1.41 |
| HIGHWOOD RIVER | |||||||
| Western Alpine precipitation | 2 | −21.80 | 0.42 | −163.10 | 5.94 | 11.30 | 2.55 |
| Alpine Station | 7 | −19.64 | 0.38 | −150.16 | 1.55 | 6.93 | 1.51 |
| Foothills County | 4 | −19.58 | 0.17 | −149.72 | 1.53 | 6.92 | 0.56 |
| East Watershed precipitation | 2 | −19.30 | 3.25 | −145.80 | 23.19 | 8.60 | 2.83 |
| Town of High River | 12 | −19.24 | 0.13 | −147.90 | 0.84 | 5.98 | 1.03 |
| P.M. Confluence of Sheep and Highwood | 12 | −19.59 | 0.36 | −149.38 | 1.94 | 7.32 | 1.00 |
| Watershed | Station ID | Station Longitude | Type | Source/ Mixtures | %GW Based on δ18O | %GW Based on δ2H | δ18O Mean | δ18O Std Dev | δ2H Mean | δ2H Std Dev |
|---|---|---|---|---|---|---|---|---|---|---|
| Sheep River Watershed | Sheep River Alpine Station | −114.728 | End Members | Winter baseflow | - | - | −19.72 | 0.13 | −150.47 | 1.32 |
| Snow | - | - | −23.54 | - | −180.70 | - | ||||
| Rain | - | - | −20.50 | - | −154.30 | - | ||||
| Stream flow | Freshet | 80% | 84% | −20.48 | 0.71 | −155.35 | 5.59 | |||
| Summer | 49% | 43% | −20.12 | 0.19 | −152.65 | 1.91 | ||||
| Okotoks Precipitation Station | −113.975 | End Members | Winter baseflow | - | - | −19.37 | 0.22 | −146.50 | 1.70 | |
| Snow | - | - | −21.60 | - | −166.80 | - | ||||
| Rain | - | - | −19.60 | - | −148.80 | - | ||||
| Stream flow | Freshet | 67% | 66% | −20.10 | 0.52 | −153.46 | 3.87 | |||
| Summer | 39% | 35% | −19.51 | 0.42 | −148.73 | 3.48 | ||||
| Highwood River Watershed | Highwood River Alpine Station | −114.582 | End Members | Winter baseflow | - | - | −19.52 | 0.20 | −149.42 | 0.78 |
| Snow | - | - | −22.10 | - | −167.30 | - | ||||
| Rain | - | - | −21.50 | - | −158.90 | - | ||||
| Stream flow | Freshet | 85% | 86% | −19.90 | 0.81 | −151.85 | 3.60 | |||
| Summer | 83% | 86% | −19.86 | 0.14 | −150.70 | 1.27 | ||||
| Town of High River Precipitation Station | −113.875 | End Members | Winter baseflow | - | - | −19.92 | 0.47 | −149.80 | 4.30 | |
| Snow | - | - | −21.60 | - | −162.20 | - | ||||
| Rain | - | - | −17.00 | - | −129.40 | - | ||||
| Stream flow | Freshet | 112% | 95% | −19.72 | 0.46 | −150.41 | 2.78 | |||
| Summer | 79% | 90% | −19.30 | 0.48 | −147.79 | 3.39 |
| Watershed | Alpine Total (m3) | Outlet Total (m3) | Difference (m3) | % Increment from Alpine to Outlet |
|---|---|---|---|---|
| Highwood River | 3829.44 | 4100.80 | 271.36 | 7% |
| Sheep River | 1578.00 | 2780.44 | 1202.44 | 76.2% |
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Jaggi, A.; Wijayarathne, D.; Wendlandt, M.; Morais, T.A.; Sirbu, T.; Underwood, A.; Eby, P.; Gibson, J. Groundwater and Surface Water Interactions in the Highwood River and Sheep River Watersheds: An Integrated Alpine and Non-Alpine Assessment. Hydrology 2026, 13, 20. https://doi.org/10.3390/hydrology13010020
Jaggi A, Wijayarathne D, Wendlandt M, Morais TA, Sirbu T, Underwood A, Eby P, Gibson J. Groundwater and Surface Water Interactions in the Highwood River and Sheep River Watersheds: An Integrated Alpine and Non-Alpine Assessment. Hydrology. 2026; 13(1):20. https://doi.org/10.3390/hydrology13010020
Chicago/Turabian StyleJaggi, Aprami, Dayal Wijayarathne, Michael Wendlandt, Tiago A. Morais, Tatiana Sirbu, Andrew Underwood, Paul Eby, and John Gibson. 2026. "Groundwater and Surface Water Interactions in the Highwood River and Sheep River Watersheds: An Integrated Alpine and Non-Alpine Assessment" Hydrology 13, no. 1: 20. https://doi.org/10.3390/hydrology13010020
APA StyleJaggi, A., Wijayarathne, D., Wendlandt, M., Morais, T. A., Sirbu, T., Underwood, A., Eby, P., & Gibson, J. (2026). Groundwater and Surface Water Interactions in the Highwood River and Sheep River Watersheds: An Integrated Alpine and Non-Alpine Assessment. Hydrology, 13(1), 20. https://doi.org/10.3390/hydrology13010020

