PLANNING PHASE
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Transcript of PLANNING PHASE
PLANNING PHASE
“ A row crop drip system does not make a farming operation good. On the contrary, one needs to START with a farming operation and then adopt row crop drip irrigation and properly adjust farming practices ( and implements) around the new irrigation methods to ensure success.” - ITRC
Planning and Design considerations Type of system Water quality/quantity Clogging/Filter system Fertilizing/Chemical injection Soil moisture distribution Layout/Emitter application/Germination Distribution lines/zones Miscellaneous control devices Costs Maintenance Automation
Type of System
Max Slope
Max soil intake rate (in/hr)
Shape of field
Adaptable to Sown, drilled, sodded crops
Labor (hr/ac)
Cost ($/ac)
Orchards/vineyards
Row crops
Drip
Point-source
No limit
Any Any Yes No No .10 1000-1800
Line-source No limit
Any Any Yes* Yes No .10 1000-1800
Subsurface 5 1.5 Any Yes* Yes Yes .10 1000-1800
Bubbler 5 3 Any Yes No No .10 800-1000
Spray No limit
any any Yes No No** .10 1000-1800* Can be made to work** Will work for low cover crops
Water qualityWater quality is usually the most
important consideration when determining whether a micro irrigation system is physically feasible.
PHYSICAL FACTORS(Suspended solids)
CHEMICAL FACTORS(Precipitates & others)
BIOLOGICAL FACTORS
(Bacterial growth)Inorganic particles Sand Silt Clay Plastic Metal
Calcium &/or magnesium carbonates
Calcium sulfateHeavy metals Hydroxides Carbonates Silicates Sulfates
Filaments
Organic Particles(Aquatic organisms) Zooplankton Snail Fish
Oil and other lubricants Slimes
Organic Particles(Non-aquatic
organisms) Insect larva Ant Fish Spider
Fertilizers Phosphate Aqueous Ammonia Iron, copper, zinc Manganese
Microbial ochres Iron Sulfur Manganese
TYPE OF FACTOR MINOR MODERATE SEVERE
Physical Suspended solidsa 50 50-100 >100
Chemical pH Dissolved solidsa
Manganesea
Total irona
Hydrogen sulfidea
Carbonate+bicarbonatea
7.05000.10.20.250.0
7.0-8.0500-2,000
0.1-1.50.2-1.50.2-2.050-100
>8.0>2000>1.5>1.5>2.0>100
Biological Bacterial
populationb10,000 10,000-
50,000>50,000
Water quantityCrop ETMAD/stress – Root zone Salt Tolerance – leaching
requirementFrost controlGermination
System capacity.
◦….shall be adequate to meet the intended water demands during the peak use period
◦….shall include an allowance for reasonable water
losses (evaporation, runoff, and deep percolation) during application periods.
◦…shall have the capacity to apply a specified amount
of water to the design area within the net operation period.
System capacity Continued
◦should have a minimum design capacity sufficient to deliver the peak daily irrigation water requirements in 90% of the time available, but not to exceed 22 hours of operation per day.
ET for TreesBig tress need more water than small
trees
Mature tress on close spacing need same amount of water per acre as large trees on wider spacing
If there is several blocks of the same type of tree using the same flow rate per tree, but on different spacing. Each block needs to be design for a different number of hours per week.
Cover crop come in all sizes shapes and types and may have an additional ET component – upwards 15 - 20%
For cover crop grown all season long, the micro/drip system needs to be a microspray that wets a large percentage of the surface area
To crop or not to cover crop?
Drip systems – ◦the ground surface is moist almost
all the time which increase evaporation
◦The small frequent irrigations contribute to little or no plant stress
These two factors may increase the ET by as much 15% above published rates.
Considerations on Published ETLoam or heavier textured soil with at least 60%
wetted volume◦ Design for the peak month of a normal year
Situations of low soil water capacity◦ Design flow rates may need to be 10 -15% higher
Low water holding capacities are caused by:◦ Small percentage wetted area◦ Sand or rocky soils◦ Shallow soils◦ Shallow root systems (e.g. avocadoes or some produce
crops)
Transpiration ratios - Unavoidable losses
Table 7-15. Seasonal transpiration ratios for arid and humid regions with various soil textures and rooting depths.
Climate zone and root depth TR1 for indicated soil texture
Very course
Coarse Medium Fine
Arid <2.5 ft (.75 m) 2.5 to 5.0 ft (.67-1.5 m) >5.0 ft (1.5 m)
1.151.101.05
1.101.101.05
1.051.051.00
1.051.001.00
Humid <2.5 ft (.75 m) 2.5 to 5.0 ft (.67-1.5 m) >5.0 ft (1.5 m)
1.351.251.20
1.251.201.10
1.151.101.05
1.101.051.00
1Seasonal transpiration ratios (TR) are for drip emitters. For spray emitters add 0.05 to TR in humid climates and 0.10 in arid climates
Designing for less than Peak ETRegulated Deficit Irrigation (RDI)
◦Wine grapes (increase sugars)◦Alfalfa seed◦Almonds (start of hull split)◦Tomatoes (increase solids)◦Regulate early growth of trees and
vines ( trying to avoid spindly mature trees)
Auxiliary needsLeachingFrost protection
Leaching Process of applying irrigation water in
excess of soil moisture depletion to flush salt from the root zone. Excess water percolates below the root zone carrying the salt with it.
Types of leaching Maintenance - maintain soil salinity at a
more or less constant level over time Reclamation - periodic leaching to reduce
accumulated salts in the soil to an acceptable level
0 1 2 3 4 5 6 70.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
Salinity of Applied Water (dS/m)
Crop
Sal
t To
lera
nce
Leac
hing
Val
ue (
dS/m
)
LR=0.05
LR=0.10
LR=0.15
LR=0.20
LR=0.30
Frost control
Crop Data Summary Basic Crop Data Crop to be Irrigated
Rooting Depth (feet)
Plant Spacing
(feet)
Row Spacing (inches)
Threshold Salinity1
(mmhos/cm)
Net Water Requirement
(inches/yr)
Peak Daily ETc
(inches /day)
1 Threshold salinity, ECe(ct), is the maximum mean root zone soil salinity at which yield reductions will not occur.
Computed Qmax = 23 x ETmax = 23 x _____ in/day = _______ gpm/acre
where: Qmax = max. water requirement, gpm/day , and ETmax = highest peak daily ETc, inches/day, from above. (assumes a maximum operating period of 22 hours/day and a design efficiency of 90%)
Soils Data Basic Soil Data Soil Type/Name
Dominant
Texture
Design Soil Intake Rate
(Inches/hour)
Available Water Holding Capacity
(inches/foot)
MAD1
(%)
ECe(ave)
2 (mmhos/cm)
1 MAD is Management Allowed Deficit 2 ECe(ave) is Average Soil Extract Electrical Conductivity
WaterIrrigation Water Electrical Conductivity, ECw ______ mmhos/cm. Compute Leaching Fraction, LF, where:
_______________
__________
1794.01794.00417.30417.3
)(
LFUse
ECEC
LF
wcte
Attach Supporting Documentation that includes: (check all that apply) Method for determining net annual water requirement and peak daily ETc
Rationale for selected Management Allowed Deficit (MAD)
Rationale for selected leaching fraction
Laboratory analysis of irrigation water with suitability assessment for drip irrigation including analysis to determine filtration requirements
Proposed chemical treatments of irrigation water
Filter systemsAll water must be screened and filtered
to some degree before use in a micro irrigation system.
Clogging of emitters is the most difficult problem encountered in micro systems
The type of filter depends on the micro system and the particulate matter in the water supply
Filters
InjectionAll systems should be designed with
injection in mind. Chemical injection is essential for long-term sustainability of drip irrigation.
Reasons for chemical injection◦Water treatment◦Emitter plugging◦Enhancing water infiltration into soil◦Fertigation◦Pesticides◦Soil pH modification
Soil Moisture distributionMicro irrigation normally wets
only a part of the potential plant root zone in a soil.
Distribution and extent of soil wetting should be a major consideration in the design of any micro irrigation system.
The volume of soil wetted is a function of the emitter type, emitter discharge, distance between emitters, time of set, and soil texture.◦Fine textured soils have low absorption rates
but the water will move farther from the emitters and this reduces the number of emitters required
◦Coarse texture or high intake soils will require more emitter to obtain the necessary wet area and higher discharge emitters.
For agricultural crops, typically half to three-fourths of the potential root development should be wetted
Slope and topography
8200
8200
8100
8100
8000
8000
7900
7900
7800
7800
7700
7700
7600
7600
7500
7500
7400
7400
7300
7300
7200
7200
7100
7100
7000
7000
6900
6900
6800
6800
6700
6700
62006200
61006100
60006000
59005900
58005800
57005700
56005600
55005500
54005400
53005300
52005200
SlopeSlope less than 5% any type of
micro system may be used5% or Greater subsurface and
basin are generally not suitedLay lateral along contour to
reduce pressure variationSteep slopes may require
pressure regulators at the head of each lateral
Type of System
Max Slope
Max soil intake rate (in/hr)
Shape of field
Adaptable to Sown, drilled, sodded crops
Labor (hr/ac)
Cost ($/ac)
Orchards/vineyards
Row crops
DripPoint-source
No limit
Any Any Yes No No .10 1000-1800
Line-source No limit
Any Any Yes* Yes No .10 1000-1800
Subsurface 5 1.5 Any Yes* Yes Yes .10 1000-1800
Bubbler 5 3 Any Yes No No .10 800-1000
Spray No limit
any any Yes No No .10 1000-1800
* Can be made to work
Salinity
Salts tend to concentrate at the soil surface and below the surface at the perimeter of the soil volume wetted by each emitter.
Hose and seed placement
Germination
Soil Characteristics such as texture, structure, and salinity determine upward movement.◦ Shallow placement (8-10”) course soils work better◦ Deep placement of hose (14-24”) fine texture soils works
better◦ Beds need to be firm
sprinkler or furrow irrigation may be needed to germinate field and vegetable crops.
Layout continuedCrop row spacing and orientationBed spacing raised or ground
levelPlant spacing – row or individual
plantsSoil texture and stratification
Distribution/ZonesWhere is the water coming from How is the water delivered to
each manifoldHow many zonesHow many zones can be water
concurrently
EconomicsThe decision to purchase an
irrigation system is often based on an inadequate economic analysis.
The management ability and performance of the operator are probably the most important factors in determining the feasibility of irrigation or making a change in an existing irrigation system.
If the water user is an average surface irrigation system manager, chances are he/she will be an average sprinkler or micro irrigation system manager.
Automated systems typically require higher levels of management
Each NRCS employee should be aware of the economics of irrigating in the general area and be familiar with the procedure used in analyzing data to determine feasibility.