
GMD3 iCare Project
Provide irrigators with water use information that will enable them to become more drought resilient and better water managers

Drought affects southwest Kansas frequently, but its onset is subtle, and its impacts develop over time. Local groundwater reservoir storage has been used to counter the effects of drought, but as reserves are mined, water supplies become less reliable, and drought resiliency is lost. This project will provide irrigators with water use information that will enable them to become more drought resilient through better water management. This project will build long-term resilience to drought and reduce the need for emergency response actions by providing water users with valuable information that will empower them to manage and conserve water, increase the usable life of the Ogallala/High Plains Aquifer, and increase farm profitability. Year 1 of the project will focus on Finney County while years 2 and beyond will include all of GMD3.
Click here to watch a video outlining the project goals and objectives.
I-Care Summary Reports
Each I-CARE summary report is referenced by its PDIV ID (point of diversion identification number), which is listed in the upper right corner of the report. The PDIV ID number should not be confused with any water right permit or certificate number. It is simply a unique number to identify a specific groundwater well.
The summary report then displays an aerial photograph overlain by the location of the well for which the report was generated (shown as a yellow star), other nearby wells with active water right permits or certificates (red dots), including wells with inactive or dismissed water rights (gray x's). The average 5-year water usage of the well is listed as an overall a percentage and as acre inches-per-acre in comparison to other peer wells in the sub-region (additional information on regions and sub-regions is provided further down on this page). Usage is based on annual water use reports submitted to the Kansas Department of Agriculture, Division of Water Resources.
Information here is provided solely for comparison purposes and is not a reflection of a water right's status or an evaluation of the irrigation management or producer's farm operations.
The small inset map shows five aquifer regions delineated in Finney County specifically for this project and their associated sub-regions. The aquifer region for the well the report is based on is shaded in light blue while its sub-region, from which peer water use comparisons were made, is shaded dark blue.
The bottom of the page shows a map of the interpolated change in the water-table from 2012 to 2021 in southwest Kansas, what the average, annual water-level change was for the listed region, and estimated projected reductions in water usage needed to stabilize water levels for the next decade or two. This reduction is simply a projection provided for informational purposes and does not represent a forthcoming water policy or management decision. More information related to the regions and their associated aquifer conditions are provided further down this page.

The second page of the I-CARE summary report provides the latest drought monitor map of Kansas available from the National Drought Mitigation Center at the University of Nebraska-Lincoln at the time the report was printed. For the latest drought map, please visit the UNL drought page at https://droughtmonitor.unl.edu/ .
Next follows a chart showing the 10-year acre-inches-per acre usage (green bars) reported by the well for which the report is targeted to in comparison to its peer wells (blue bars). As with other water use data provided with this report, data is displayed for information purposes and not for water right administration or determination of standing.
Note- I-CARE reports were not sent to wells reporting zero or low usage.
Lastly, informational links to additional water related management tools, aquifer conditions, and federal USDA/NRCS programs are provided at the bottom of the report along with contact information to the Southwest Kansas Groundwater Management District No. 3.

Regions and Sub-regions for Peer-to-Peer Well Comparisons
To identify areas that share common characteristics for peer well comparisons, Finney County was divided into regions based on natural and anthropogenic patterns. Shown by the four maps below (click on each to enlarge), these include spatial variations in the aquifer thickness, density of pumping, water-level change, and surficial geology.
Click on image to expand.
The Ogallala aquifer is thicker in the southern portions of the county (especially along a paleo channel running diagonally south of the Arkansas River) and thins moving northward as the underlying bedrock elevations become closer to the land surface. Given the greater water availability, the southern portions of the county generally have higher levels of usage and resulting higher rates of water-level decline relative to other areas. Lastly, the northern portions of the county within the District boundaries are overlain by loess (wind deposited sediments) whereas areas south of the Arkansas River are generally covered by dune sand. This can have a significant influence on cropping, irrigation, and farming practices. Lastly, the Arkansas River valley is a notable feature in terms of enhanced potential natural recharge and due to groundwater mounding under the channel, also produces a natural, hydrologic boundary in the aquifer along its course, north to south.
The left side of the slider map below shows the final regions identified for Finney County and a terse description of the elements that make them unique. Using statistical clustering routines, each aquifer region was further divided into sub-regions based from which the peer well comparisons are made. The right side of the slider map shows the peer well sub-regions along with wells reporting water usage (gray dots) and sites containing a depth-to-water measurement taken each and every winter from 2012 to 2022 (blue plus symbols).
Regions identified in Finney County to determine aquifer properties and sub-regions for peer well water use comparisons.
- Northern Finney County (dark green). This area is overlain by loess (windblown deposits) and has generally lower rates of water-level decline and usage in the county. The area was further subdivided into 2 regions for water use comparisons.
- Ditch Service Area (light green). Surface water plays a key role in this loess dominated area in terms of its ability to supplement groundwater usage and provides enhanced aquifer recharge. The area was further subdivided into 4 sub-regions for water use comparisons.
- Non Ditch Service Area (orange). Unlike its region neighbor to the west, this loess dominated area has lower groundwater usage and slightly lower rates of decline. The area was further subdivided into 2 sub-regions for water use comparisons.
- Arkansas River Corridor (purple). This area is defined by alluvial deposits from the Arkansas River. This region has enhanced recharge from the river and runoff into the valley along with a large concentration of vested water rights. Groundwater mounds in the Ogallala under the alluvial deposits, creating a hydrologic divide between the north and south. The area was further subdivided into 2 sub-regions for water use comparisons.
- Sand Hills / Southern Finney County (yellow). Overlain predominately by sand, this areas has some of the highest levels of use, thicknesses of the aquifer, and rates of water-level declines in the county. The area was further subdivided into 7 sub-regions for water use comparisons.
Using a water balance approach developed by the Kansas Geological Survey ( Butler et al., 2016 and Butler et al., 2018 ), the relationship between pumping and water-level change provides a measure, termed Q-stable, of what changes in pumping are needed on average to achieve stabilized water levels for the next decade or two. Because the process is entirely data-driven and does not involve any conceptualizations, it is dependent on quality water use reporting and representative water-level measurements that are spatially distributed across the area of interest.
Water usage versus water-level change, Finney County, 2012 to 2022
The graph shown above shows the total reported water use along the X axis and the average measured water-level change along the Y axis for each year from 2012 to 2021 for Finney County. There is a strong linear relationship from which 71% of the variation in water-level changes each year can be explained statistically by variations in pumping. Based on these county-wide totals and averages, it would take an approximate 16% reduction in pumping (shown by the red square) to stabilize water-levels for the near term (shown by the gray triangle). Under drought conditions of 2012, the reduction needed to achieve stabilized water-levels would be approximately 36%.
The Q-Stable method can be applied to smaller areas, so long as each area has adequate and representative measurements and water use information. The maps and graphs below show the Q-Stable results and strength of the relationship along with general water-level conditions for each region within Finney County.
Q-Stable Northern Finney County (dark green) based on conditions from 2012 to 2021
- Average water use: 23,430 Acre-feet (AF)
- Average annual rate of decline: -0.91 ft
- 60% of the variation in water-level change explained statistically by pumping
- Percent reduction to stabilize water levels
- Average conditions: 24%
- Drought (2012): 50%
- Notes
- Finding a solid statistical relationship between pumping and water-level change was a challenge in this area and required including measurements from wells located outside the region.
- Has the lowest reported usage and water-level change in the county.
- Average 2020-2022 thickness of the Ogallala aquifer is 39 feet.
- Reducing average water use by 12% will reduce the average annual rate of aquifer declines in half.
Q-Stable Ditch Service Area (light green) based on conditions from 2012 to 2021
- Average water use: 46,783 Acre-feet (AF)
- Average annual rate of decline: -2.06 ft
- 90% of the variation in water-level change explained statistically by pumping
- Percent reduction to stabilize water levels
- Average conditions: 20%
- Drought (2012): 48%
- Notes
- Availability of surface water from ditch delivery systems has a significant impact on groundwater pumping and aquifer recharge.
- Region has the 2nd highest reported usage and water-level change in the county.
- Average 2020-2022 thickness of the Ogallala aquifer is 173 feet.
- Reducing average water use by 10% will reduce the average annual rate of aquifer declines in half provided climatic, streamflow, and ditch delivery conditions are similar.
Q-Stable Non-Ditch Service Area (orange) based on conditions from 2012 to 2021
- Average water use: 24,765 Acre-feet (AF)
- Average annual rate of decline: -1.2 ft
- 51% of the variation in water-level change explained statistically by pumping
- Percent reduction to stabilize water levels
- Average conditions: 31%
- Drought (2012): 50%
- Notes
- Finding a solid statistical relationship between pumping and water-level change was a challenge in this area and required including measurements from wells located outside the sub-region.
- Has the 2nd lowest reported usage and water level change in the county.
- Average 2020-2022 thickness of the Ogallala aquifer is 74 ft.
- Reducing average water use by 16% will reduce the average annual rate of aquifer declines in half.
Q-Stable Arkansas River Corridor (purple) based on conditions from 2012 to 2021
- Average water use: 32,050 Acre-feet (AF)
- Average annual rate of decline: -2.01 feet
- 50% of the variation in water-level change explained statistically by pumping
- Percent reduction to stabilize water levels
- Average conditions: 6%
- Drought (2012): 23%
- Notes
- This region is heavily influenced by enhanced recharge from the river and runoff into the valley.
- Has the most instances of annual rises in water levels in the county.
- Although the alluvial aquifer is typically separated from the underlying Ogallala by a substantial clay layer, groundwater mounds in the Ogallala, forming a hydrologic boundary north to south under the valley corridor.
- Average 2020-2022 thickness of the Ogallala aquifer is 176 feet.
Q-Stable Sand Hills / Southern Finney County (yellow) based on conditions from 2012 to 2021
- Average water use: 147,950 Acre-feet (AF)
- Average annual rate of decline: -3.22 feet
- 84% of the variation in water-level change explained statistically by pumping
- Percent reduction to stabilize water levels
- Average conditions: 24%
- Drought (2012): 37%
- Notes
- Area is predominately covered by dune sand.
- Region has the highest reported usage and water-level change in the county.
- Average 2020-2022 thickness of the Ogallala aquifer is 174 feet.
- Reducing average water use by 12 percent will reduce the average annual rate of aquifer declines in half.
We hope the I-CARE reports are informative, providing information regarding recent water usage. For more information on this report or the project goals and objectives, please contact the GMD3 office by phone at 620-275-7147.