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Joint Planning in Groundwater Management Area 12. Bill Hutchison, Ph.D., P.E., P.G. Director, Groundwater Resources Texas Water Development Board Lost Pines GCD Meeting November 18, 2009. Topics. Overview Desired Future Condition Discussion Groundwater Budget of GMA 12
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Joint Planning in Groundwater Management Area 12 Bill Hutchison, Ph.D., P.E., P.G. Director, Groundwater Resources Texas Water Development Board Lost Pines GCD Meeting November 18, 2009
Topics • Overview • Desired Future Condition Discussion • Groundwater Budget of GMA 12 • Model Run for GMA 12
Groundwater Level Decline Since Pre-Development (ft)
Groundwater Management in Texas • 1904 – Rule of Capture • 1949 – Groundwater Conservation Districts • Can alter, modify or discard Rule of Capture • Preferred method of groundwater management • 2001 – Groundwater Management Areas • Part of SB 2
Groundwater Management Areas • SB 2 (2001) • Groundwater Conservation Districts (GCD) share management plans • Joint planning (if a GCD called for it) • TWDB designated 16 GMAs
Groundwater Management Areas (GMA) 1 2 6 8 11 3 7 5 12 4 14 9 15 10 13 16
Ogallala GMA 1 & 2
Pecos Valley GMA 3
Hueco & Mesilla Bolsons GMA 5
Seymour GMA 6
Edwards-Trinity Plateau GMA 7 (3,4,9)
Trinity GMA 8, 9, 10
Edwards GMA 10 & 8
Carrizo-Wilcox GMA 11, 12, 13
Gulf Coast GMA 14, 15, 16
Groundwater Management Areas • HB 1763 (2005) • Annual review of management plans and accomplishments • Requires joint planning
Joint Planning • GCDs within the GMA vote • 1 vote per GCD • Desired Future Condition • Managed Available Groundwater
4 7 5 10 6 1 20 0 5 5 6 9 Groundwater Conservation Districts in Each GMA 13 8 9 9
Before HB 1763 • Groundwater Availability • Groundwater Conservation Districts • Regional Water Planning Groups • Groundwater Availability Models • Tools to assist in developing estimates
After HB 1763 • Groundwater Availability • Desired Future Condition (DFC) • Managed Available Groundwater (MAG)
Desired Future Condition (DFC) • Quantified conditions of groundwater resources • Specified time or times in the future
DFC is a Broad Policy Goal • Drawdown • Spring flow • Storage volumes
DFC vs. Other “Yield” Concepts • Safe Yield • Sustainable Yield
Safe Yield • The amount of water which can be withdrawn from a groundwater basin annually without producing an undesired result
Sustainable Yield • The amount of groundwater pumping that can be maintained for an indefinite time without causing unacceptable environmental, economic, or social consequences.
Compare and Contrast • Safe Yield & Sustainable Yield • Define and Avoid Impacts • DFC • Achieve a Goal
Managed Available Groundwater • “Calculated” based on DFC • Texas Water Development Board • Based on: • Models (including GAMs) • Water budget calculations • District provided data and information
Groundwater Availability = DFC + MAG
Groundwater Availability = Policy + Science Groundwater Availability = DFC + MAG
“Current” Approach to Establish DFCs • Define aquifers (and sometimes subunits) • Define counties (and sometimes subareas) • Develop individual target DFCs • Define pumping estimates/constraints • Define “recharge condition” (average or drought of record) • Model run
“Current” Approach • “Single” model run • Run model • Check drawdown against “target” DFCs • Adjust pumping • Run Model • Check drawdown against “target” DFCs • Adjust pumping :
Once Model Run is Completed • MAGs calculated based on model run • Amount of pumping that will achieve DFC • Split by DFC, GCD, RWPG, River Basin
Use of Central Carrizo-Wilcox GAM • Historic Groundwater Budget • Regional Assessment with Model Runs
Groundwater Budgets • Accounting of: • Inflows • Outflows • Storage Change
Predevelopment Groundwater System
Predevelopment Groundwater System Inflow
Predevelopment Groundwater System Inflow Outflow
Predevelopment Groundwater System Inflow Outflow Equilibrium: Inflow = Outflow
Postdevelopment Pumping
Postdevelopment Pumping Increased Inflow
Postdevelopment Pumping Decreased Outflow Increased Inflow
Postdevelopment Pumping Decreased Outflow Increased Inflow Decreased Storage
11 8 12 10 14 15 13
11 8 12 10 14 Inflow:PrecipitationGMA 13GMA 14 15 13
Outflow:PumpingSurface WaterEvapotranspirationSpringsYounger AquifersGMA 8GMA 11GMA 15 11 8 12 10 14 15 13