hill country irrigation project: north otago field trials
DESCRIPTION
Hill Country Irrigation Project: North Otago Field Trials. Carolyn Hedley, Seth Laurenson, Jagath Ekanayake, Pierre Roudier. collaborating with . NOIC scheme. Opened in 2006 Series of pump stations, canals, pipes and a natural waterway - PowerPoint PPT PresentationTRANSCRIPT
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Hill Country Irrigation Project: North Otago Field Trials
Carolyn Hedley, Seth Laurenson, Jagath Ekanayake, Pierre Roudier
collaborating with
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NOIC scheme• Opened in 2006• Series of pump stations, canals,
pipes and a natural waterway• Scheme delivers Waitaki River
water to > 10,000 ha of productive farmland
• Pressurised water to the on-farm off-take
• Projected 300% increase in gross revenue output
• 60% under dairying, with sig. conversion from sheep/beef
• 3.5 mm/ha/day (www.noic.co.nz)
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Hill Country Irrigation Project
• 3-yr SFF project led by Irrigation NZ, with inputs from North Otago Irrigation Company, Aqualinc, AgResearch, Landcare Research
• Setting Good Management Practice Guidelines to Assist Hill Country Irrigation Performance
• Literature review, field trials and a final report• “Hill country” is estimated at 13.9 million
hectares, or 52% of NZ’s land area (NZLRI)
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(Manderson, 2010)
Farmed pastoral hill country based on NZLRI hill country and LCDB3 land cover.
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Field trials
(1) Glenn Settlement [run-off measurements](2) McCarthy’s Pivot [ variable rate irrigation trials]
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Glenn Settlementfield trials
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Traditionally drought prone region
Timaru Silt Loam (Pallic soils) • Shallow (approx. 200-500 mm)• Free-draining topsoil on imperfectly drained subsoil
Land Use Intensification
Need to fine tune irrigation
Surface water quality major issue
1) minimise water and nutrient losses2) maintain productivity
very low permeability
rapid drainage
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Glenn Settlement catchment (~1.5 ha)
Pivot – uniform rate irrigation
North Otago Rolling Downlands
Measurements• Irrigation depth• run-off volumes • depth of soil profile saturation
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0.3
0.6 m
fragipan
0
Slope characteristics
runoff
Infiltration excesssaturation excess
Profile Available Water (mm)
Top 55
Crest 43
Upper 50
Lower 74
zone of saturation
piezometer
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runoff (~20% of applied)
irrigation
200
400
0
Runoff – a result of saturation excess conditions at base of slope
Water monitoring Glenn Settlement
Zone
of s
atur
ation
(mm
)
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Excess water (along fragipan)
Saturation excess conditions somewhere along the slope
fragipan
Variation in soil depth increases risk of over watering
Potential reasons for saturation excess
Blue dye indicates high probability of preferential flow
Excess water from catchment likely to be generated from areas with shallow soil
Intact monoliths 20 mm irrigation applied
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McCarthy’s Variable RateCentre Pivot
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Case Study: Variable Rate Irrigation
• 490 m pivot, with variable rate modification• Waiareka clay loams – strongly structured soils• Electromagnetic (EM) soil survey• Available Water-holding Capacity Map• Soil moisture monitoring• Precision scheduling to avoid drainage and run-off
MAP
MONITOR
MANAGE
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Exclusion area
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Electromagnetic (EM) soil survey
• delineates soil texture and moisture differences
• used to define sampling positions
• Used for spatial modelling of topsoil depth and available water-holding capacity
• Used to define management zones
Survey byAgri-Optics
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Digital elevation map derived from the EM soil survey
- Extracted slope, aspect and a wetness index
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4-7 12-15 16-200-3
32% 44% 24%
SLOPE CLASSIFICATION
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Sampling positions derived from the covariate datalayers
• EM 1m• EM 0.5m• Elevation• Flow pathways• Slope• Wetness index
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Topsoil depth Available water
Scheduling guided by monitoring SOIL
MOISTURE STATUS
PAW_60 (mm)Top 80
Midslope 78Toeslope 80
Bottom 114
100
TOPSOIL DEPTH (cm)Top 14Midslope 28Toeslope 38Bottom 43
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Soil moisture monitoring
• Soil moisture sensors installed into management zones
• Wireless nodes transmit soil moisture data in real-time to a web browser
• Information guides irrigation scheduling, aiming to maintain soil moisture in the optimum range
NORTH FACING
SOUTH FACING
SUMMIT
VALLEY FLOOR
(www.varigate.co.nz)
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upper slope mid slope lower slope--------------------------------south facing----------------------------------
valley floor north facing - midslopesummit
TOPSOIL
SUBSOIL
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Results of trials• Irrigation scheduled to maintain soil moisture between
FC and RP, with little to no run-off or drainage• Irrigation reduced to south-facing slopes, hill-tops and
excluded from swampy valley floors = 27% water saving• 30L/s reduced to 24L/s sometimes 11L/s• Savings ~$18,000 for pivot area in first year (pay-back
on VRI is 3-5 years)• Improved soil condition, pivot did not get stuck in
boggy area, likely yield increases, although not measured or included in calculations
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• Where system allows - identify and vary irrigation to land management units (e.g. crests, slopes, swampy valley floors)
• Avoid over-watering, i.e. reduce depth of irrigation and increase frequency of return
• Monitor soil moisture, and maintain in the optimum range
• Manage to minimise surface compaction (e.g. restrict grazing on wet soils )
• Hillslopes require some different management strategies to flat land – topography sometimes overrides soil differences
• Water runs downhill (overland and through the soil)!
Management options to reduce excess water