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Transcript of Integrated Groundwater/Surface Water Modelling to Assess Irrigation Demand and Drought Response in a...
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Integrated Groundwater/Surface Water Modelling
to Assess Irrigation Demand and Drought Response
in a Southwestern Ontario Watershed
Dirk Kassenaar, E.J. Wexler Peter J. Thompson, Michael Takeda
CWRA Montreal May 25, 2016
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Presentation Outline
1. Introduction: Understanding Irrigation Demand
2. Integrated SW/GW Modelling
3. Pilot Watershed: Whitemans Creek Tier 3/ Low Water Response Project
4. GSFLOW Code modifications and conceptual testing
5. Simulation of farm operations in Whitemans Creek
6. Conclusions
Integrated Simulation of Irrigation Demand - Introduction 2
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Agricultural Water Use
Agricultural irrigation is growing in response to:
▪ An increase in climate variability
▪ Contract farming: “supply chain” management and production certainty
▪ Advances in precision agriculture • “Irrigation is next frontier in precision agriculture” (Farm Press, Oct, 2014)
Irrigation operations are frequently driven by dynamic soil moisture
▪ Highly adaptive water use
We need a method to simulate “soil moisture-based irrigation water use”, including: ▪ Losses of irrigation water to ET or runoff to streams
▪ Return flows – irrigation water that re-infiltrates
▪ Effect of precipitation events on recently irrigated crop land
Integrated Simulation of Irrigation Demand - Modelling Approach 3
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Integrated SW/GW Modelling: Advantages
Better estimate of groundwater recharge and feedback (rejected recharge)
Better representation streamflow and head-dependent leakage
Better representation of SW/GW storage.
Better representation of cumulative effects of takings.
Better calibration: input total precipitation, calibrate to total flows (no baseflow separation)
It’s just better...
Integrated Simulation of Irrigation Demand - Modelling Approach 4
California Department of Water Resources
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USGS GSFLOW
USGS integrated GW/SW model ▪ Based on MODFLOW-NWT and PRMS
(Precipitation-Runoff Modelling System)
▪ Fully-distributed: Cell-based representation
▪ Excellent balance of hydrology, hydraulics and GW
▪ Open-source, proven and very well documented
5 - Modelling Approach
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Irrigation Module for GSFLOW
Earthfx Inc. has developed a new irrigation module for GSFLOW
The general technical approach is based on work by the USGS for the simulation of water use in California’s Central Valley
▪ The MODFLOW-OWHM code includes the “Farm Process” module
▪ OWHM, however, is only a groundwater model, and therefore does not represent the soil zone, runoff processes and total streamflow routing
▪ GSFLOW is a complete and integrated representation of the hydrologic processes that drive irrigation demand
The implementation of this new soil-moisture irrigation demand module is currently being tested in the Whitemans Creek Watershed with funding support from the Ontario MNR, MOECC and Grand River Conservation Authority
Integrated Simulation of Irrigation Demand - Modelling Approach 6
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PILOT WATERSHED - WHITEMANS CREEK
Integrated Simulation of Irrigation Demand – Watershed Overview 7
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Study Area
Whitemans Creek watershed is located southwest of Cambridge, Ontario
Integrated Simulation of Irrigation Demand - Modelling Approach 8
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Numerous groundwater-fed wetlands.
Streams are deeply incised in southeast.
Fluctuations in shallow water table affects recharge, runoff, ET, and groundwater discharge to streams.
Main branch of Whitemans Creek is a cold-water stream supporting Brown, Brook, and Rainbow trout.
Uplands of watershed generally classed as warm-water reaches.
Main valley serves as a continuous habitat corridor from GR Valley into Oxford County.
Wetlands and streams in the Whitemans Creek subwatershed
Natural Features
Integrated Simulation of Irrigation Demand - Watershed Overview 9
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Current Land Use
10 Integrated Simulation of Irrigation Demand - Watershed Overview
(SOLRIS v2, 2015)
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Agricultural Usage
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Corn, sod farms, tobacco, mixed..
Water usage can vary considerably by crop type (sod vs. hay/pasture).
Includes significant irrigated water use in Norfolk Sand Plain
Integrated Simulation of Irrigation Demand - Watershed Overview
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Integrated Simulation of Irrigation Demand - Geologic & Hydrostratigraphic Model 12
Conceptual Hydrostratigraphic Model
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Wisconsinan glaciation (85,000 to 11,000 years ago)
Regional Till Sheets (minor tills in report) ▪ Canning Till – very stiff clay till; overlies discontinuous “pre-
Canning” tills and “pre-Canning” sands.
▪ Catfish Creek Till - stony, over-consolidated, sandy silt to silty sand till; outcrops at Bright.
▪ Tavistock Till – major unit; outcrops in north and to west of Whitemans; clayey silt till.
▪ Port Stanley Till - major unit; outcrops in middle of study area; stiff clayey silt to silt till; sandier to north.
▪ Wentworth Till – Outcrops to east near Bethel Rd; silty sand till; overrides outwash and Lake Whittlesey deposits.
Erie Phase Deposits
▪ Waterloo Moraine-age deposits; overlie Catfish Creek and Maryhill Tills.
Grand River Outwash
▪ Ice recession during Mackinaw phase.
▪ Difficult to distinguish from overlying Lake Whittlesey sands.
Lacustrine Deposits
▪ Associated with Glacial Lake Whittlesey
▪ Source of the fine sands of Norfolk sand plain
Integrated Simulation of Irrigation Demand - Geologic & Hydrostratigraphic Model 13
Quaternary Geology
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Simulated Streams
Integrated Simulation of Irrigation Demand - GW Model Construction/Calibration 14
1,767 km of simulated stream channels. ▪ 15,729 Reaches (GW Cell Interactions)
Properties assigned by Strahler Class ▪ Manning’s Roughness, 8-Point Cross Section, Bed
Conductances
▪ Class 1 represents 842 of 1767 km
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Simulation Results: Long Term Average ET (WY1976-WY2010)
Integrated Simulation of Irrigation Demand – PRMS (Hydrologic Submodel) 15
Potential Actual
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Simulated Runoff
Integrated Simulation of Irrigation Demand – PRMS (Hydrologic Submodel) 16
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Long Term Average Recharge Comparison
Integrated Simulation of Irrigation Demand – PRMS (Hydrologic Submodel) 17
PRMS
(248 mm/year)
GAWSER
(243 mm/year)
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Actual ET
Integrated Simulation of Irrigation Demand – Preliminary GSFLOW Model Calibration
Animation shows daily Actual ET from the PRMS submodel for WY2007, a relatively dry year
AET response is sinusoidal but varies spatially depending on available soil moisture
AET is reduced in the dry years because of basin-wide limitations in available soil moisture
Animation Link
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Water Levels
Integrated Simulation of Irrigation Demand – Preliminary GSFLOW Model Calibration
Animation shows transient water levels from the MODFLOW submodel in Layer 3 for WY2007
Groundwater response appears muted because of contour interval places but change is in range of 1-2 metres
Animation Link
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Streamflow
Integrated Simulation of Irrigation Demand – Preliminary GSFLOW Model Calibration
Animation shows transient streamflow for WY2007
Results show:
▪ Streamflow response to dry year
▪ Where streamflow is intermittent
▪ Location of reaches which might be more sensitive to drought
Simulated flows at locations of active and historic gauges can be compared to observed.
Animation Link
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Streamflow
Integrated Simulation of Irrigation Demand – Preliminary GSFLOW Model Calibration
Animation shows transient streamflow for WY2007
Results highlight an area of the watershed with relatively low permeability surface materials.
Animation Link
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WATER USE Whitemans Creek Tier 3
Integrated Simulation of Irrigation Demand - Water Use 22
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Significant agricultural water takings: ▪ Over 95% of reported takings
▪ Takings vary by crop, season, and antecedent rainfall/ET
Need historic consumptive use for model calibration.
Need to predict future usage for drought analysis.
Integrated Simulation of Irrigation Demand - Water Use 23
Water Use - Overview
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Permits to take Water: ▪ Permit ID can be assigned to multiple sources (e.g., 2 different wells).
▪ Sources have generic names (e.g., “Well 1”, “Pond”).
▪ Locations linked to Permit ID, no link to WWIS Well ID.
▪ Sometimes source locations plot close enough to existing wells to assign.
▪ Maximum Permitted Taking often well in excess of actual.
Water Taking Reporting System ▪ Self reporting compliance poor in 2009; improves in subsequent years.
▪ WTRS data linked to Permit ID/Source; no locations or names.
▪ Queries to match PTTW to WTRS partly successful; varies by year.
• 65% matched in study area; 62% in Whitemans in 2012
• Does (38%) non-reporting equal no usage ?
▪ Taking not always separated by source; is taking amalgamated?
WTRS Sources matching PTTW Sources
Integrated Simulation of Irrigation Demand - Water Use 24
Reconciling Provincial Data
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Simulated SW Use
Integrated Simulation of Irrigation Demand - GW Model Construction/Calibration 25
A total of 70 surface water permits with 92 sources simulated in the model
Surface water permits processed to assign location of source streams: ▪ Represented using MODFLOW-SFR package
▪ Script used to assign takings (diversions) to closest simulated stream segment
▪ All ponds assumed to be online with no mitigative storage effects
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Groundwater Permits – by Primary Purpose
Agricultural Groundwater Permits – by Sub-Purpose
Integrated Simulation of Irrigation Demand - Water Use 26
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Annual Takings for Groundwater Permits – 2012
Annual Takings for Agricultural GW Permits – 2012
Integrated Simulation of Irrigation Demand - Water Use 27
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Analysis of WTRS data
provides Insights
Daily Takings
for Agriculture by Crop Type
(2012)
Integrated Simulation of Irrigation Demand - Water Use 28
Variation in Water Use by Crop
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Daily Takings for Wet vs. Dry Year
(2011-2012) at a Sod Farm
Integrated Simulation of Irrigation Demand - Water Use 29
Variation in Water Use by Year
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Daily Takings for Agriculture
Sod Farm 1 vs. Sod Farm 2
(2012)
Integrated Simulation of Irrigation Demand - Water Use 30
Variation in Water Use by Location
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Model calibration runs for GSFLOW Model based on daily taking data from PTTW/WTRS.
470 GW takings
Well locations and aquifers determined by matching PTTW to WWIS data.
Integrated Simulation of Irrigation Demand - Water Use 31
Use of PTTW/WTRS Data
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Water Use - Conclusions
Data compiled from multiple sources.
WTRS data provides good snapshot of recent takings.
Daily data used in model calibration phase.
WTRS provides targets for development/calibration of irrigation submodel.
Integrated Simulation of Irrigation Demand - Water Use 32
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SOIL MOISTURE DEMAND-BASED IRRIGATION MODULE
Earthfx GSFLOW Code Extension
Integrated Simulation of Irrigation Demand - Streamflow Data 33
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Irrigation Demand Submodel - Methodology
Need to predict water use under drought or future development conditions
▪ Simply using maximum permitted rate does not help us understand real crop needs under future drought conditions.
Proposed method to estimate water use requires daily takings:
▪ GSFLOW/PRMS daily estimate of soil moisture used to “trigger” irrigation.
▪ Irrigation starts when available soil moisture falls below trigger
▪ Trigger can be defined based on soil and crop type
▪ Irrigation water can be lost to ET, runoff or returned to the GW system
Predictive irrigation submodel can be calibrated with actual WTRS data.
▪ PTTW/WTRS data used estimating historic use for model calibration.
Integrated Simulation of Irrigation Demand - Water Use 34
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Irrigation Demand Submodel – Code Features
Each farm represented by multiple PRMS cells (fully distributed)
▪ Each farm can have multiple crop types and unique moisture content triggers
▪ Each well is linked to a Farm ID with max pumping rate
▪ Farm SW diversions can take a defined percentage of current daily streamflow
Soil moisture calculated on a daily basis in PRMS and used to trigger GW pumping or SW diversion
Total GW well pumping or SW diversion per farm passed back to PRMS
▪ PRMS adds pumped volume to precipitation (for spray irrigation) or to net precipitation after interception (for drip irrigation) over farm cells.
▪ PRMS calculates runoff and infiltration in usual manner
Integrated Simulation of Irrigation Demand - Water Use 35
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Integration of Irrigation Module
Low moisture levels in soil zone reservoir can trigger spray irrigation from either GW pumping wells or SW diversions.
With drip irrigation, water is added to the recharge zone
Integrated Simulation of Irrigation Demand - Climate Data 36
Groundwater Model MODFLOW NWT
PRMS
GW
Pum
pin
g
SW
Pum
pin
g
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Simple problem with streams lakes and multiple irrigated and non-irrigated farms
Farm wells and SW diversion used for irrigation
Different triggers used for each well
Different irrigation types (drip/spray)
Animation shows soil moisture in farm vicinity, farm well pumping, and streamflow
Animation Link
Simple Submodel Testing
Integrated Simulation of Irrigation Demand - Water Use 37
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Sub-model Testing
Example shows one Water Year (Oct 1-Sept 30) ▪ Soil moisture on irrigated farm fields
▪ Groundwater levels as blue contours
▪ Pumping wells shown as small circles
Fall-winter: Water levels stable – no pumping ▪ Irrigation starts in late May
Soil moisture represented as color – pumping adjusted to maintain moisture levels
GW drawdown cones grow over the summer and recover in the fall after irrigation stops
Animation Link
Integrated Simulation of Irrigation Demand - Water Use 38
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Whitemans Test Simulation
Testing of GSFLOW Farm Process module in the Whitemans Creek model
Integrated Simulation of Irrigation Demand - Water Use 39
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Whitemans Simulation
Farm wells linked to classified crop areas.
Integrated Simulation of Irrigation Demand - Water Use 40
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Soil Moisture Animation link
Example shows
Integrated Simulation of Irrigation Demand - Water Use 41
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Whitemans Simulation: Soil Moisture vs Pumping
Example compares soil moisture in an irrigated field vs a field outside of the farm.
Pump comes on when moisture levels drop – Irrigated field never dries out
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Conclusions
Integrated Simulation of Irrigation Demand - Conclusions & Next Steps
Predicting and simulating cumulative water use under future drought conditions requires an understanding of farm irrigation processes and triggers
The new GSFLOW irrigation module developed by Earthfx integrates farm water management practices into a comprehensive and fully integrated SW/GW model
Historic climate and WTRS data can be used to develop farm-specific water use practices and triggers.
▪ Alternatively, standard or best management practices could be represented in the model to simulate and evaluate improved water use and informed permit renewal