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Groundwater and the Hydrological Cycle, Part I Regional Groundwater Flow Reference Schwartz and Zhang Chapter 8 Portions by permission of John Hermance, 2007 7-1 Portions Allan D. Woodbury (2011)

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  • Groundwater and the Hydrological Cycle, Part I

    Regional Groundwater Flow

    Reference Schwartz and Zhang Chapter 8

    Portions by permission of John Hermance, 2007

    7-1

    Portions Allan D. Woodbury (2011)

  • Lesson Objectives

    Components of the hydrologic cycle, specifically regional groundwater flow and what controls it.

    How to interpret output from a numerical-computer model

    Basic recharge calculations from flow nets

    7-2

    Portions Allan D. Woodbury (2011)

  • Aspects of the Hydrologic Cycle

    The saturated and unsaturated zones: Groundwater

    Surface water; the land surface Atmosphere

    7-3

    Portions Allan D. Woodbury (2011)

  • Source: Todd and Mays (2005)

    7-4

    Portions Allan D. Woodbury (2011)

  • Early Work Hubbert, Toth

    7-5

    Portions Allan D. Woodbury (2011)

  • S&Z (2003) Figure 8.2

    7-6

    Portions Allan D. Woodbury (2011)

  • (Source: Fig. 7.1; Fetter, 2001; after Hubbert, 1941.)

    7-7

    Portions Allan D. Woodbury (2011)

  • (Source: Fig. 7.1; Fetter, 2001; after Hubbert, 1941.)

    Water table is a subdued replica Recharge in upland and discharge in lowland Steady flow field, axes of symmetry, hinge lines

    7-8

    Portions Allan D. Woodbury (2011)

  • Toth Simulations

    First attempts at analytic solution for regional flow in 60s

    7-9

    Portions Allan D. Woodbury (2011)

  • Schwartz and Zhang (2003) Figure 8.3

    Mathematical problem solved by Toth

    7-10

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  • (Source: Fig. 7.4; Fetter, 2001.)

    Two Examples of Local, Intermediate and Regional Flow Patterns.

    7-13

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  • (Source: Fig. 7.4; Fetter, 2001.)

    What factors affect the partitioning of flow among local, intermediate and regional patterns ?

    DlL ratio is 1:20 and lower is 1:2

    7-14

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  • Source: Fetter (2001)

    7-15

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  • (Source: Fig. 7.5; Fetter, 2001.)

    Question: Does the spatial wavelength or the amplitude, or both, affect the partitioning among local, intermediate and regional flow patterns?

    7-16

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  • (Source: Fig. 7.5; Fetter, 2001.)

    Amplitude of the undulations cause more penetration of local systems and overides regional slopes

    7-17

    Portions Allan D. Woodbury (2011)

  • Toth Results

    Extended flat area, groundwater flow is very slow

    When local relief (hills) is small, a general slope across will create regional flow

    Local flow develops when local relief is well defined

    Flow velocities in local flow system much greater that regional flow system

    7-18

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  • More Recent Freeze & Witherspoon

    7-19

    Portions Allan D. Woodbury (2011)

  • Effects of Basin Geology

    Freeze and Witherspoon simulations More advanced analytic solutions

    7-20

    Portions Allan D. Woodbury (2011)

  • Source: Schwartz and Zhang (2003) Figure 8.9

    Local Topography

    Absence of local topography causes regional flow to develop

    7-21

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  • K contrasts; aquifers

    7-22

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  • Effects of lenticular bodies

    7-23

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  • Freeze and Witherspoon Results

    Effects of more realistic topography Buried aquifers pinched out aquifers Many other implications not covered

    7-24

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  • Modern Numerical Simulations Regional Flow

    Slides 26 39 courtesy of Dr. John Hermance

    Numerical simulations (finite difference) can capture even more realistic topography and boundary conditions

    7-25

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  • Boundary conditions?

    7-26

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  • Flow-net in color.

    7-27

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  • Note: No flow directions.

    7-28

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  • Example of flow direction.

    7-29

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  • 7-33

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  • A Close-up View.

    7-34

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  • Utility of Piezometers.

    7-36

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  • 7-37

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  • Not always a correlation between elevation of watertable and depth of water in a piezometer. Nested piezometers can provide local flow direction.

    7-38

    Portions Allan D. Woodbury (2011)

  • Groundwater Recharge

    Infiltration will be discussed later Recharge occurs at the water table and is

    the amount of water replenishing the groundwater component

    Water required to maintain the water table at current position

    Old thinking: spatially and temporally constant value (never changes)

    Portions Allan D. Woodbury (2011)

    7-39

  • Recharge Calculations

    Use basic flow net methodology More on recharge and infiltration

    7-40

    Portions Allan D. Woodbury (2011)

  • Adapted Schwartz and Zhang (2003) Figure 8.23

    Estimation of recharge

    Rule of thumb, R = 5% of precipitation (crude)

    Estimate from flow net, see above. Flow exiting from area B, 8 flow tubes, gives 12.2 cubic m/day

    7-41

    Portions Allan D. Woodbury (2011)

  • Solved Problems

    Problems 1 - 4

    7-42

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  • Lesson Review

    What are recharge, discharge zones?

    7-43

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  • Lesson Review

    How are flow systems categorized?

    7-44

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  • Lesson Review

    Considering the last question and length of flow paths; where would the best place be (on the topography) for a toxic waste site?

    7-45

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  • Lesson Review

    Where to you think that most, if not all, toxic waste and landfills are constructed (w/r) to flow systems?

    7-46

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  • Lesson Review

    How can you estimate (or calculate) recharge into a groundwater system?

    7-47

    Portions Allan D. Woodbury (2011)

    Groundwater and the Hydrological Cycle, Part IRegional Groundwater FlowLesson ObjectivesAspects of the Hydrologic CycleSlide Number 4Early WorkHubbert, TothS&Z (2003) Figure 8.2Slide Number 7Slide Number 8Toth Simulations Schwartz and Zhang (2003) Figure 8.3 Slide Number 13Slide Number 14 Slide Number 16Slide Number 17Toth ResultsMore RecentFreeze & WitherspoonEffects of Basin GeologySource: Schwartz and Zhang (2003) Figure 8.9 Freeze and Witherspoon ResultsModern Numerical SimulationsRegional FlowSlide Number 26Slide Number 27Slide Number 28Slide Number 29Slide Number 30Slide Number 31Slide Number 32Slide Number 33Slide Number 34Slide Number 35Slide Number 36Slide Number 37Slide Number 38Groundwater RechargeRecharge CalculationsAdapted Schwartz and Zhang (2003) Figure 8.23Solved ProblemsLesson ReviewLesson ReviewLesson ReviewLesson ReviewLesson Review