Date post: | 14-Jan-2017 |
Category: |
Engineering |
Upload: | dirk-kassenaar-msc-peng |
View: | 148 times |
Download: | 7 times |
Incorporating a Dynamic Irrigation Demand Module into an Integrated Surface
Water/Groundwater Model to Assess Drought Response
Dirk Kassenaar, E.J. Wexler
Peter J. Thompson, Michael Takeda
Toward Sustainable Groundwater in Agriculture
San Francisco, CA
June 30, 2016
Presentation Outline
1. Background: Source Water Protection in Ontario, Canada
2. Dynamic irrigation demand and consumptive use
3. Integrated SW/GW Modelling
4. Pilot Watershed: Source Water Protection Study/ Low Water Response
Project
5. GSFLOW Code modifications and conceptual testing
6. Simulation of farm operations in study sub watershed Conclusions
Integrated Simulation of Irrigation Demand - Introduction 2
Source Water Protection in Ontario, Canada
2000 – Town of Walkerton Tragedy: 7 deaths and 2500 illnesses ▪ Municipal water supply well contaminated by E. Coli from farm runoff
▪ 2004: Local water manager sentenced to 1 year in prison
2006 – Ontario Clean Water Act: ▪ Provincial law creates local “Source Protection Committees” (SPC)
▪ Each SPC required to develop an “Assessment Report” including: • Detailed wellhead protection analysis, water budget/drought modelling, threats
identification
▪ Many parallels with SGMA (GSA=SPC , GSP=Assessment Report)
2006 - 2016: $330 million spent to date developing SPC Assessment Reports ▪ 2008: USGS GSFLOW released; Earthfx Inc. begins use for all integrated modelling
Integrated Simulation of Irrigation Demand - Modelling Approach 3
Agricultural Water Use
Irrigation in Ontario is growing in response to: ▪ Increase in climate variability
▪ Contract farming: “Supply chain” management approach and need for production certainty • Contractual obligation to irrigate throughout the growing season
▪ Advances in precision agriculture
Irrigation operations ▪ Shift from SW sources to GW sources both for supply certainty and ecosystem protection
▪ Regulators looking for modelling tools and insights for better permit allocation and water use monitoring
Need to comprehensively simulate “soil moisture-based irrigation water use” ▪ Consumptive use assessment: GW pumping, ET losses, enhanced runoff, GW return flow,
changes in baseflow, induced stream losses, etc.
Integrated Simulation of Irrigation Demand - Modelling Approach 4
Fully 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 5
California Department of Water Resources
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
6 - Modelling Approach
Irrigation Demand Modelling
Extensive history of irrigation demand model development in California ▪ IWFM Model – IWMFM Demand Calculator (IDC)
▪ MODFLOW Farm Process (MODFLOW OWHM)
▪ Both excellent models, but all models have compromises
Why GSFLOW? ▪ Includes a mature, fully-distributed hydrologic soil zone sub-model: PRMS
• Detailed representation of soil zone moisture, canopy interception, imperviousness, cascading inter-cell runoff (3D recharge/re-infiltration), interflow, and snowpack
▪ GW feedback: GW discharge to the soil zone (seepage), Dunnian rejected recharge
▪ Somewhat more generalized and comprehensive integration of sub-models • Designed for a broader range of SW/GW analysis issues
• Farm processes not currently included
Integrated Simulation of Irrigation Demand - Modelling Approach 7
GSFLOW Sub-Models
Hydrology (PRMS) Hydraulics (SFR2) GW (MODFLOW-NWT) Soil zone processes Stream routing and lakes GW flow
GSFLOW Spatial and Temporal Resolution
Spatial resolution: Three grid definitions for climate, soils and GW system
▪ We typically use a soil zone resolution 10 to 100 times finer resolution to represent
Temporal resolution: Daily time step for groundwater, option for hourly climate-driven processes
9 - Modelling Approach
Climate: NEXRAD Precip. Soils: LIDAR, MODIS, ELC land use, remote sensing data GW: Variable cell MODFLOW grid
PILOT WATERSHED - STUDY SUB WATERSHED
Integrated Simulation of Irrigation Demand – Watershed Overview 10
Study Area
Study sub watershed is located southwest of Cambridge, Ontario
Integrated Simulation of Irrigation Demand - Modelling Approach 11
Current Land Use
12 Integrated Simulation of Irrigation Demand - Watershed Overview
(SOLRIS v2, 2015)
Main branch of study sub watershed is a provincially significant cold-water stream supporting Brown, Brook, and Rainbow trout.
Numerous groundwater-supported wetlands.
Main river valley serves as an important continuous habitat corridor through the region.
Wetlands and streams in the Study subwatershed
Natural Heritage Features
Integrated Simulation of Irrigation Demand - Watershed Overview 13
Agricultural Usage
14
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
Integrated Simulation of Irrigation Demand - Geologic & Hydrostratigraphic Model 15
Conceptual Hydrostratigraphic Model
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; Catfish Creek and Maryhill Tills.
Grand River Outwash Sands and Gravels ▪ Ice recession during Mackinaw phase.
▪ Difficult to distinguish from overlying Lake Whittlesey sands.
▪ Very high irrigation water use
Lacustrine Deposits
▪ Associated with Glacial Lake Whittlesey
▪ Source of the fine sands of Norfolk sand plain
Integrated Simulation of Irrigation Demand - Geologic & Hydrostratigraphic Model 16
Quaternary Geology
Section A-A’ follows Study sub watershed.
Shows the complex three-dimensional geometry.
Many of the units are regionally discontinuous.
Whitemans Creek Tier 3 - Peer Review Meeting - Geologic & Hydrostratigraphic Model 17
Cross-Section of 3-D Hydrostratigraphic Model
North-South Section through eastern portion of watershed
Sand Plain/ unconfined Outwash Aquifer extensively used for irrigation, and targeted for increase pumping during shift from SW to GW takings
Whitemans Creek Tier 3 - Peer Review Meeting - Geologic & Hydrostratigraphic Model 18
Cross-Section G G
G’
Stream Network
Integrated Simulation of Irrigation Demand - GW Model Construction/Calibration 19
1,767 km (1000 m) of simulated streams ▪ 15,729 Reaches (GW Cell Interactions)
Channel properties by Strahler Class ▪ Manning’s Roughness, 8-Point Cross Section, Bed
Conductances
▪ Class 1 headwaters represents 842 of 1767 km
Simulation Results: Long Term Average ET (WY1976-WY2010)
Integrated Simulation of Irrigation Demand – PRMS (Hydrologic Submodel) 20
Potential Actual
Simulated Runoff: Average
Integrated Simulation of Irrigation Demand – PRMS (Hydrologic Submodel) 21
Simulated Runoff: Monthly
Monthly average overland cascading runoff
Peak runoff during March (spring freshette/snowmelt)
Higher runoff during fall after ET processes shut down
Click for Animation
Integrated Simulation of Irrigation Demand – PRMS (Hydrologic Submodel) 22
24
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
Click for Animation
Long Term Average Recharge Comparison
Integrated Simulation of Irrigation Demand – PRMS (Hydrologic Submodel) 25
PRMS
(248 mm/year)
GAWSER
(243 mm/year)
26
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
Click for Animation
27
Streamflow
Integrated Simulation of Irrigation Demand – Preliminary GSFLOW Model Calibration
Animation shows transient streamflow for WY2007
Results show daily stream during a relatively dry year
Click for Animation
28
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.
Click for Animation
A total of 470 permitted GW takings located in the study area
Integrated Simulation of Irrigation Demand - Water Use 29
GW Pumping
SW Diversions
Integrated Simulation of Irrigation Demand - GW Model Construction/Calibration 30
A total of 70 surface water diversion 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
Daily Takings for Wet vs. Dry Year
(2011-2012)
Integrated Simulation of Irrigation Demand - Water Use 31
Variation in Water Use by Year
Study Sub Watershed GSFLOW Model
Results present the current coarse model resolution (240m cell size) preliminary calibration
All components of the hydrologic cycle are represented and functioning
Simulation of irrigation demand necessary for final calibration and water budget assessment under drought conditions
Integrated Simulation of Irrigation Demand - Modelling Approach 32
SOIL MOISTURE DEMAND-BASED IRRIGATION MODULE
Earthfx GSFLOW Code Extension
Integrated Simulation of Irrigation Demand - Streamflow Data 33
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
▪ Based on MODFLOW-OWHM and the “Farm Process” module
▪ While functionally similar to OWHM, the new GSFLOW module uses PRMS soil zone hydrologic parameter and processes
Testing and implementation support funding provided by the the Ontario MNR, MOECC and Grand River Conservation Authority
Integrated Simulation of Irrigation Demand - Modelling Approach 34
Simulation of Soil Moisture-based Agricultural Water Use
Simulation of irrigation (GW or SW diversions) based on soil moisture levels:
▪ Pumping representation in the model is only the start:
• Need to estimate consumptive use
▪ Water applied as precipitation (spray irrigation) or after canopy interception (drip)
▪ Losses of irrigation water to ET or enhanced runoff to streams
▪ Return flows – irrigation water re-infiltrates, but not necessarily to the same aquifer
▪ Induced changes in stream interaction
Applications of moisture demand-based simulations:
▪ Can be used to estimate actual historic consumptive water use
▪ Evaluation of projected water use under future drought
▪ Climate change conditions: earlier spring means longer summer GW level recession
Integrated Simulation of Irrigation Demand - Modelling Approach 35
Irrigation Demand Submodel - Methodology
General methodology 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
▪ Impacts of GW pumping or SW diversions fully represented
Predictive irrigation submodel can be calibrated to actual water use data, or used to estimate historical, current or future water use
Integrated Simulation of Irrigation Demand - Water Use 36
GSFLOW Irrigation Module
Low soil moisture levels can trigger irrigation from wells or in-stream diversions.
Spray irrigation is applied to canopy and subject to interception and evaporation
With drip irrigation, water is added directly to soil zone
Integrated Simulation of Irrigation Demand - Climate Data 37
PRMS
GW Pumping
SW Diversion
MODFLOW-NWT
Drip
Spray
Drip
Spray
Irrigation Demand Submodel – Code Features
Each farm represented by multiple PRMS soil zone cells ▪ Fine resolution, fully distributed
▪ Each farm can have multiple crop types and unique field moisture content triggers
▪ Each GW 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 water applied to PRMS ▪ Spray Irrigation: Pumped volume added to precipitation
▪ Drip Irrigation: Pumped volume added to net precipitation after canopy interception
▪ PRMS calculates infiltration and runoff in usual manner
Integrated Simulation of Irrigation Demand - Water Use 38
Basic Sub-model Testing
Example shows one Water Year (Oct 1-Sept 30)
▪ Colors indicate soil moisture on irrigated farm fields
▪ Groundwater levels as blue contours
▪ Pumping wells shown as small circles
Irrigation triggered by soil moisture
GW drawdown cones develop over the summer and recover in the fall after irrigation stops
Click for Animation
Integrated Simulation of Irrigation Demand - Water Use 39
Study Sub WatershedTest Simulation
Testing of GSFLOW Farm Process module in the study sub watershed model
Integrated Simulation of Irrigation Demand - Water Use 40
Study Sub Watershed Test Simulation
Each farm assigned Farm ID
Irrigation type assigned to crop
Each well linked to a crop/farm
Moisture deficit trigger assigned to each well
Integrated Simulation of Irrigation Demand - Water Use 41
Simulation Results
Example shows average moisture deficit on each farm during the 2012 (dry year) growing season (May 1 – August 31)
Wells cycle on and off based on trigger
Click for Animation
Integrated Simulation of Irrigation Demand - Water Use 42
Total Soil Moisture Animation
Example shows
Integrated Simulation of Irrigation Demand - Water Use 43
Net Precipitation
Example shows net precipitation (after interception) during the 2012 growing season
Applied irrigation included in net precipitation
Water applied before or after interception depending on irrigation type
Irrigation shuts down on rainy days
Note: Forested wetlands have high interception. Small storms have throughfall only on bare areas
Click for Animation
Integrated Simulation of Irrigation Demand - Water Use 44
Whitemans Simulation: Soil Moisture and Pumping
Example compares soil moisture deficit versus trigger in an irrigated field.
Pump comes on when moisture levels drop below target
Example also compares simulated pumping versus reported for the farm.
Simulated irrigation season likely starts too early. Pumps may stay on too long. More calibration needed.
Integrated Simulation of Irrigation Demand - Water Use 45
Simulation Results: Increases in Water Budget Items
Example shows increase in water budget components compared to a baseline (no-irrigation) scenario.
“Net precipitation” increases due to applied irrigation
ET increases over baseline due to increased available soil moisture
GW recharge during storm events increases due to wetter soil
Overland runoff did not change due to high infiltration capacity of the sandy soil
Integrated Simulation of Irrigation Demand - Water Use 46
47
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
Model provides detailed farm water budget
Historic climate and water use 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