Estimating Spring Discharge to the Snake River, Milner Dam to King Hill, Southern Idaho
Groundwater discharges to the Snake River from numerous volcanic rock springs along the northern canyon wall between Milner Dam and King Hill. Water-resource managers need to be able to quantify the amount of this water to understand the eastern Snake River Plain aquifer's recharge, storage, and discharge. When completed, this study will provide the Idaho Department of Water Resources with an automated method to quantify spring discharge to the Snake River between Milner Dam and King Hill. Updated spring discharge estimates will be useful for developing groundwater management plans and assessing the effectiveness of management actions.
Study Problem
In 1995, the USGS published regression models to quantify discharge from Snake River springs between Milner Dam and King Hill. The models provide estimates of average annual discharge at unmeasurable springs to sum with discharge at measurable springs for an estimate of total annual mean spring discharge to the Snake River between Milner Dam and King Hill. However, changes in land use, water management, and data collection raise questions about whether the regression relationships remain valid. Therefore, it is necessary to update these regression relationships to include data collected in the interim.
Study Objectives
- Identify all available datasets.
- Collect quarterly synoptic spring discharge measurements.
- Assess the uncertainty associated with using measured stream and spring discharge data to estimate reach losses and gains with a water balance approach.
- Assess the uncertainty associated with statistical approaches.
- Compare the uncertainty between the water balance and statistical approaches and report the findings to IDWR with a recommendation for which approach will be most useful for estimating spring discharge into the future.
- Implement an automated method to estimate spring discharge and integrate new data as they are collected.
- Publish methods, data, and software; present details of uncertainty comparisons between water balance and statistical methods and document the methods and accuracy of the approach used to estimate spring discharge to the Snake River.
Site Number |
Site Name |
---|---|
13132800 | Thousand Springs near Hagerman1 |
13089600 | Devil's Washbowl Spring |
13090100 | Devil's Corral Spring |
13091500 | Blue Lakes Outlet |
13093400 | Crystal Springs nr Filer1 |
- | Cedar Draw2 |
13094500 | Clear Lakes Spring at Outlet |
13095200 | Briggs Creek |
13095390 | Snake River abv Blind Canyon Spring |
13095650 | Snake River abv Blue Heart Spring |
13095700 | Blue Heart Spring nr Hagerman |
13132600 | Sand Springs |
13132790 | Bickel Spring |
13133800 | Combo Riley Creek + Brailsford Ditch |
13134600 | Billingsly Creek |
13135100 | Birch Creek |
13152940 | Malad Power Flume |
13153500 | Malad River nr Bliss |
13095300 | Banbury Springs nr Buhl+ |
13093700 | Niagara Springs nr Buhl |
13134800 | Billingsly Creek at Mouth |
1Discharge measurement is the difference between discharge measured at the Snake River upstream and downstream of the spring outlet. | |
2Discharge is subtracted from measurement at Crystal Springs nr Filer (USGS 13093400). |
The following publications are related to this project.
Methods to estimate annual mean spring discharge to the Snake River between Milner Dam and King Hill, Idaho
Hydrology and digital simulation of the regional aquifer system, eastern Snake River Plain, Idaho
Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon
We are conducting this work in cooperation with these partners.
Groundwater discharges to the Snake River from numerous volcanic rock springs along the northern canyon wall between Milner Dam and King Hill. Water-resource managers need to be able to quantify the amount of this water to understand the eastern Snake River Plain aquifer's recharge, storage, and discharge. When completed, this study will provide the Idaho Department of Water Resources with an automated method to quantify spring discharge to the Snake River between Milner Dam and King Hill. Updated spring discharge estimates will be useful for developing groundwater management plans and assessing the effectiveness of management actions.
Study Problem
In 1995, the USGS published regression models to quantify discharge from Snake River springs between Milner Dam and King Hill. The models provide estimates of average annual discharge at unmeasurable springs to sum with discharge at measurable springs for an estimate of total annual mean spring discharge to the Snake River between Milner Dam and King Hill. However, changes in land use, water management, and data collection raise questions about whether the regression relationships remain valid. Therefore, it is necessary to update these regression relationships to include data collected in the interim.
Study Objectives
- Identify all available datasets.
- Collect quarterly synoptic spring discharge measurements.
- Assess the uncertainty associated with using measured stream and spring discharge data to estimate reach losses and gains with a water balance approach.
- Assess the uncertainty associated with statistical approaches.
- Compare the uncertainty between the water balance and statistical approaches and report the findings to IDWR with a recommendation for which approach will be most useful for estimating spring discharge into the future.
- Implement an automated method to estimate spring discharge and integrate new data as they are collected.
- Publish methods, data, and software; present details of uncertainty comparisons between water balance and statistical methods and document the methods and accuracy of the approach used to estimate spring discharge to the Snake River.
Site Number |
Site Name |
---|---|
13132800 | Thousand Springs near Hagerman1 |
13089600 | Devil's Washbowl Spring |
13090100 | Devil's Corral Spring |
13091500 | Blue Lakes Outlet |
13093400 | Crystal Springs nr Filer1 |
- | Cedar Draw2 |
13094500 | Clear Lakes Spring at Outlet |
13095200 | Briggs Creek |
13095390 | Snake River abv Blind Canyon Spring |
13095650 | Snake River abv Blue Heart Spring |
13095700 | Blue Heart Spring nr Hagerman |
13132600 | Sand Springs |
13132790 | Bickel Spring |
13133800 | Combo Riley Creek + Brailsford Ditch |
13134600 | Billingsly Creek |
13135100 | Birch Creek |
13152940 | Malad Power Flume |
13153500 | Malad River nr Bliss |
13095300 | Banbury Springs nr Buhl+ |
13093700 | Niagara Springs nr Buhl |
13134800 | Billingsly Creek at Mouth |
1Discharge measurement is the difference between discharge measured at the Snake River upstream and downstream of the spring outlet. | |
2Discharge is subtracted from measurement at Crystal Springs nr Filer (USGS 13093400). |
The following publications are related to this project.
Methods to estimate annual mean spring discharge to the Snake River between Milner Dam and King Hill, Idaho
Hydrology and digital simulation of the regional aquifer system, eastern Snake River Plain, Idaho
Flow characteristics of the Snake River and water budget for the Snake River plain, Idaho and eastern Oregon
We are conducting this work in cooperation with these partners.