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Initial Predictive Simulations with High Plains Aquifer System (HPAS) Groundwater Availability Model (GAM) Bill Hutchison, Ph.D., P.E., P.G. GMA 2 Meeting.

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Presentation on theme: "Initial Predictive Simulations with High Plains Aquifer System (HPAS) Groundwater Availability Model (GAM) Bill Hutchison, Ph.D., P.E., P.G. GMA 2 Meeting."— Presentation transcript:

1 Initial Predictive Simulations with High Plains Aquifer System (HPAS) Groundwater Availability Model (GAM) Bill Hutchison, Ph.D., P.E., P.G. GMA 2 Meeting January 6, 2016

2 Final Model and Report Final Report Delivered to TWDB on 8/31/2015 Model Files Obtained in late October/early November 2015

3 INTERA Initial Simulation GMA 1 Part of contract deliverable Attempted to achieve 50/50 for all aquifers – Ogallala – Edwards-Trinity (High Plains) – Dockum

4 GMA 2 Initial Simulations Avoid “arbitrary” management goal Acknowledge historic management practices Focus on physics and economics of pumping groundwater Take advantage of a feature in HPAS related to dynamic reductions in pumping with decreased saturated thickness – No dry cells – No need to adjust input files for pumping (reduce pumping over time)

5 Fifteen Simulations Five alternative initial pumping rates – 50% of 2012 pumping – 75% of 2012 pumping – 100% of 2012 pumping – 125% of 2012 pumping – 150% of 2012 pumping Three saturated thickness thresholds – 20 ft – 30 ft (used in calibration) – 40 ft

6 Summary of Simulations

7 Ogallala Aquifer Results Pumping and Drawdown Results Pumping and Storage Remaining Results

8 Drawdown Results

9 Storage Remaining Results

10 Overall Observations Drawdowns are different in each county Storage remaining is different in each county Equal vs. Fair Focus on comparing pumping with drawdown and storage – Examples from Tech Memo One where 2070 storage is greater than 50% of 2012 One where 2070 storage is less than 50% of 2012 One where 2070 storage is about 50% of 2012

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23 Takeaways HPAS dynamically simulates the expected reduction in pumping associated with decreased saturated thickness – No need to change input files to minimize dry cells Equal storage remaining approach (i.e. 50/50) is not recommended – On a county basis, some areas would need to increase pumping, some areas would need to decrease pumping – Long term, pumping would still tend toward the same amount

24 Next Steps - Ogallala Select one of the initial pumping scenarios – 100% to 125% of 2012 pumping Rerun with updates to ETHP and Dockum (next topics)

25 Edwards-Trinity (High Plains) Results Pumping and Drawdown Results

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34 ETHP Pumping Recommendations Bailey – Historic Maximum (~1,000 AF/yr) Borden – Historic Maximum (~100 AF/yr) Cochran – Historic Maximum (~400 AF/yr) Dawson – 150% of 2012 (~3,500 AF/yr) Floyd – Historic Maximum (~2,000 AF/yr) Gaines – 150% of 2012 (~20,000 AF/yr) Garza – Historic Maximum (~300 AF/yr)

35 ETHP Pumping Recommendations Hale – 150% of 2012 (Scenario 10, declining to ~4,000 AF/yr by 2070) Hockley – 150% of 2012 (~130 AF/yr) Lamb – 200 AF/yr Lubbock – 150% of 2012 (~1,500 AF/yr) Lynn – 150% of 2012 (~1,800 AF/yr) Terry – Historic Maximum (~1,200 AF/yr) Yoakum – Historic Maximum (~2,000 AF/yr)

36 Dockum Results Pumping and Drawdown Results

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46 Dockum Pumping Recommendations Andrews – 1,000 AF/yr Borden – 600 AF/yr Briscoe – 250 AF/yr Castro – 150% of 2012 (~500 AF/yr) Crosby – 150% of 2012 (~4,500 AF/yr) Deaf Smith – 5,000 AF/yr Floyd – 150% of 2012 (~4,000 AF/yr) Gaines – Not relevant for purposes of joint planning (zero pumping)

47 Dockum Pumping Recommendations Garza – Historic maximum (~350 AF/yr) Hale – Historic maximum (~300 AF/yr) Hockley – 600 AF/yr Howard – 150% of 2012 (~650 AF/yr) Martin – 150% of 2012 (~500 AF/yr) Parmer – Not relevant for purposes of joint planning (zero pumping) Swisher – 150% of historic maximum (~1,800 AF/yr)

48 Next Steps – “Final” Simulation Scenario 16 – Ogallala – 100% to 125% of 2012 pumping – ETHP – as recommended – Dockum – as recommended Complete Simulation Draft Technical Memorandum summarizing all results Cost: Not to exceed $4,000

49 ETHP and Dockum Recommendations for Scenario 16 Pumping The recommended pumping can be changed if a district wants them changed Due to other GMA commitments, actual work won’t begin until February – Changes to ETHP and Dockum pumping can be made through end of January – Please coordinate through Jason Coleman

50 Next Steps – Preliminary Explanatory Report Incorporate Scenario 16 into documentation of the 9 factors Complete Draft of Preliminary Explanatory Report Provide Draft to GMA 2 representatives by end of February Discuss at GMA 2 meeting in mid-March Cost: Not to exceed $11,000

51 Next Steps – Other Aquifers Recommend designation as not relevant for purposes of joint planning – Edwards-Trinity (Plateau) – Pecos Valley – Seymour Prepare required documentation by end of February Discuss at meeting in mid-March Cost: Not to exceed $2,000

52 Next Steps – GMA 2 Meetings Mid-March – Discuss Scenario 16 – Discuss Draft of Preliminary Explanatory Report – Discuss Documentation of Aquifers that are not relevant for purposes of joint planning Mid-April – Revised Preliminary Explanatory report – Vote on Proposed DFC – Cost: Not to exceed $4,000

53 Administrative/Invoicing Discussion Proposal dated September 15, 2014 – Three phases proposed – Firm cost estimate for Phase 1 (completed) – Range of costs for Phase 2 and 3 – Discuss initial task of Phase 2

54 Original Proposal Proposal of September 15, 2014 covered 3 phases: – Initial data gathering, DFC strategy, and HPAS review (completed) – Technical assistance in developing Proposed DFC (deadline is May 1, 2016) – Technical assistance after Proposed DFC is adopted

55 Original Proposal Proposal of September 15, 2014 covered 3 phases: – Initial data gathering, DFC strategy, and HPAS review (completed) – Technical assistance in developing Proposed DFC (deadline is May 1, 2016) – Technical assistance after Proposed DFC is adopted

56 Technical Assistance in Developing Proposed DFC Initial cost estimate was $20,000 to $40,000 – Attend GMA 2 meetings – Completing model runs – Complete work associated with nine factors – Prepare draft explanatory report

57 Budget Summary Initial cost estimate was $20,000 to $40,000 – Initial Simulations = $9,000 (completed) – Scenario 16 = $4,000 – Draft Explanatory Report = $11,000 – Not Relevant documentation = $2,000 – Final work associated with mid-April meeting = $4,000 Total to date and proposed is $30,000

58 Next Invoice Breakdown Associated with Initial Simulations DistrictAddressContactEmail Allocation (%) Approximate Invoice High Plains 2930 Ave. Q Lubbock, TX 79411 Jason Coleman jason.coleman@hpwd.com62.415,616.85 Llano Estacado 200 SE Ave. C Seminole, TX 79360 Lori Barnes leuwcdlb@gmail.com7.80702.11 Mesa Box 497 Lamesa, TX 79331 Harvey Everheart harvey.everheart@gmail.com4.95445.81 Permian Basin Box 1314 Stanton, TX 79782 Leatrice Adams permianbasin@sbcglobal.net8.72784.43 Sandy Land Box 130 Plains, TX 79355 Amber Blount amber@sandylandwater.com8.22739.39 South Plains Box 986 Brownfield, TX 79316 Lindy Harris lindy@spuwcd.org7.90711.43 Totals1009,000.00

59 Questions and Discussion Bill Hutchison 512-745-0599 billhutch@texasgw.com


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