EXHIBIT 119 Walker River Decision Support Tool Groundwater Model - - PDF document

exhibit 119 walker river decision support tool
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EXHIBIT 119 Walker River Decision Support Tool Groundwater Model - - PDF document

EXHIBIT 119 Walker River Decision Support Tool Groundwater Model Component Greg Pohll DST 2.0 Model Components MODSIM River Basin Management system PRMS models of headwater areas (Supply Side) MODFLOW models of Mason & Smith (Demand


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EXHIBIT 119

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Walker River Decision Support Tool Groundwater Model Component

Greg Pohll

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DST 2.0 Model Components

MODFLOW models

  • f Mason & Smith

(Demand Side) PRMS models of headwater areas (Supply Side) MODSIM River Basin Management system

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Groundwater/Surface Water – One Resource

5 – 25% of the surface water budget

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Stream/Aquifer Interaction

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Phreatophyte ET

Deep Water Table Shallow Water Table

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Groundwater Model Construction

  • Two groundwater

models were built

  • Smith Valley
  • Mason Valley
  • Key inputs
  • Recharge
  • Well information
  • Hydraulic conductivity
  • Phreatophyte ET
  • Stream and ditch

information

q

2 2 4 6 8 1 Miles
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Groundwater Model Revisions

  • Two groundwater

models were built

  • Smith Valley
  • Mason Valley
  • Key inputs
  • Recharge
  • Well information
  • Hydraulic conductivity
  • Phreatophyte ET
  • Stream and ditch

information

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Groundwater Model Revisions

  • NDOW properties included and ponds simulated

using General Head Boundary (GHB package

  • Smith Valley model initial conditions adjusted to

yield better agreement with measured water levels

  • HRU water balance, which includes calculations of

groundwater pumping rates is handled in MODSIM

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Recharge

Irrigation Excess Ditch & Drain Losses Mountain Block Recharge

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Well Information

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Hydraulic Conductivity

Mason Smith

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Phreatophyte ET

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Stream & Ditch Information

  • A complete water

budget is calculated using the SFR package within MODFLOW for the Walker River and agricultural drains

  • Losses from irrigation

ditches are handled separately in MODSIM and are treated as a fluid source term in MODFLOW

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Model Accuracy

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Model Accuracy

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Model Accuracy

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Model Accuracy

Mason Valley Relative Error = 1.98% RMSE = 3.7 m

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Model Accuracy

Smith Valley Relative Error = 5% RMSE = 8.8 m

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Stream Gains and Losses

  • Warm Colors –

Losing

  • Cool Colors –

Gaining

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Conclusions

  • Two groundwater

models were constructed for use in the DST

  • These models were

calibrated, validated, and peer-reviewed

  • The models are

integrated into the DST to provide groundwater flux information at every time step