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Absorption Rate |
The rate at which a soil will accept water (= percolation rate) |
|
Application Depth |
The depth of irrigation water applied during one irrigation event or
cycle. |
|
Application Depth (net) |
The depth of water applied after losses
due to application efficiency are subtracted from the water
that is pumped. |
|
Application Rate |
Rate at which water is applied by an
irrigation equipment in a certain
pattern. It is usually measured in mm/hr or mm/day. |
|
Area Irrigated |
The surface area to be irrigated |
|
Atmospheric
Pressure
|
Absolute pressure measured at any location. Standard atmospheric
pressure at sea level is defined as 14.7 psi or 10 m of water head or 1
bar.
|
|
Automatic Control Valve |
An electric or hydraulic remote control
valve which is activated by an automatic controller. Also called a
section valve, zone valve, remote control valve. |
|
Available Soil Moisture |
Difference at any given time between
the actual soil moisture content in the root zone, soil and the
wilting point.
|
|
Available Water |
Amount of water in a soil that can be
readily absorbed by plant roots. It is the amount of water released
between field capacity and the permanent wilting point.
|
|
Average Annual
Precipitation |
Long term historic
arithmetic mean of precipitation received by an area expressed in mm. |
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Back Pressure |
Increase of pressure in the downstream
piping system above the supply pressure at the point of
consideration which would cause or tend to cause a reversal of the
normal direction of flow.
|
|
Backwashing |
Cleaning filters by reversing the flow of water
or discharging water over the screen to wash away contaminants.
|
|
Ball Valve |
Valve with a
single arm or lever that requires a quarter turn to turn on or off. |
|
Basin Irrigation |
A surface irrigation method in which
crops are surrounded by a border to form a submersion check called
basin of round, square or any other form. Irrigation water generally
comes directly from the supply ditch/canal or from other basin. |
|
Best Management
Practice |
An irrigation best management practice
is a voluntary irrigation practice that is both economical and
practical and is designed to reduce water consumption and protect
water quality while maintaining a healthy environment.
|
|
Boombacks |
Structures used to
suspend the sprinklers at a distance of 3-6m behind the machine towers
to reduce wheel rutting and bogging |
|
Booster Pump |
A pump which is installed in the water supply
line, where some pressure already exists, and is designed to raise/boost the pressure in the irrigation
system. |
|
Border Ditch |
Small excavation used as a border of an
irrigated strip or plot with water being spread from one or both
sides.
|
|
Border Irrigation |
A subsystem of controlled flood irrigation in
which the land is divided into parallel border strips separated from
one another by earth ridges. Water is successively delivered into
each strip from a head or field ditch at its upper end. |
|
Branches (canal) |
The off-taking canals from main canal |
|
Bubbler |
Water emission device that tends to
bubble water directly to the ground or throw water a short distance
before water contacts the ground surface.
|
|
Butterfly Valve |
This type of valve uses a rotating disk to
control the water flow. |
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Cable-Tow Traveller |
A gun sprinkler mounted on a wheel
cart to which a soft hose is connected. A cable anchored at the end
of the traveller run winds on a car mounted winch. |
|
Canal Evaporation Losses |
Losses due to evaporation from the
water surfaces of canals |
|
Capillary Action |
The means by
which liquid moves through the porous spaces in a solid, such as
soil, plant roots. Capillary action is essential in carrying
nutrients to the plants. |
|
Capillary Moisture |
Is the water held in pore spaces by
the surface tension between the water and the soil particles.
Capillary moisture is the primary source of water for plants. |
|
Capillary Movement |
Describes the slow movement of
water which continues after drainage seizes. |
|
Capillary Radius |
Additional wetted radius in soil
profile beyond surface wetted radius for point source emitters.
|
|
Capillary Water |
Water held in the capillary, or small
pores of the soil, usually with soil water pressure (tension)
greater than 1/3 bar. Capillary water can move in any direction.
|
|
Capital Cost |
The total expenditure incurred on a
work since the beginning of its construction, excluding cost of
operation, maintenance and repairs. |
|
Catchment |
The area from which a stream or
waterway and reservoir receives surface flow which originates as
precipitation. |
|
Cavitation |
Process where pressure in the suction
line falls below the vapour pressure of the liquid, is formed
and moves with the liquid flow. These vapour bubbles or
"cavities" collapse when they reach regions of higher pressure on
their way through pumps. The formation and collapse of low
pressure vapour cavities in a flowing liquid, often resulting in
serious damage to pumps, impellers, etc. |
|
Centre Pivot |
A self propelled system consisting
of a lateral mounted on frame towers that rotates around a centre
pivot point. Sprinklers are mounted along the lateral. |
|
Centrifugal Pump |
A pump consisting of rotating
impeller enclosed in a housing and used to impart energy to a fluid
through centrifugal force. |
|
Certified Irrigation
Contractor (CIC) |
The Certified Irrigation Contractor is
an irrigation professional whose principle business is execution of
contracts and subcontracts to install, repair and maintain
irrigation systems. The CIC must conduct business in such a
manner that projects meet the specifications and requirements of the
contact. |
|
Certified Irrigation
Designer (CID) |
The Certified Irrigation Designer
engages in the preparation of professional irrigation designs. They
evaluate site conditions and determine net irrigation requirements
based on the needs of the project. The designer is then responsible
for the selection of the most effective irrigation equipment and
design methods. The objective of a CID is to establish
specifications and design drawings for the construction of an
irrigation project. |
|
Check Valve |
A valve which permits water to flow
in one direction only. |
|
Chemigation |
Application of chemicals (including
fertilisers) to crops through an irrigation system by mixing them
with the irrigation water. |
|
Chlorination |
Adding chlorine to an irrigation
system to counteract clogging caused by organic materials such as
algae and bacterial slime. |
|
Christiansen's
Uniformity Coefficient |
see uniformity coefficient |
|
Class of Pipe |
A method by which pipes are grouped
according to the working pressure. Pressure rated with a wall
thickness in direct ratio to the diameter. All sizes in that class
have the same working pressure (i.e. Class 9 = 9 bar working
pressure) |
|
Class, Soil |
Group of soils defined as having a
specific range in one or more particular properties such as acidity,
degree of slope, texture, structure, land- use capability, degree of
erosion, or drainage. |
|
Clay Loam |
Soil textural class. See also texture,
soil. |
|
Clay Soil |
A soil in which clay particles
(particles less than 0.002mm in diameter) constitute more then 30%
of the mass. Clay soils feel very sticky when wet. |
|
Climate |
arid climate - Climate by low
rainfall and high evaporation potential. A region is usually
considered as arid when precipitation averages less than 10 inches
per year.
humid climate - Climate
characterised by high rainfall and low evaporation potential. A
region generally is considered as humid when precipitation averages
more than 40 inches per year.
semiarid climate - Climate
characterised as neither entirely arid nor humid, but intermediate
between the two conditions. A region is usually considered as
semiarid when precipitation averages between 10 and 20 inches
per year.
subhumid climate - Climate
characterised by moderate rainfall and moderate to high evaporation
potential. A region is usually considered subhumid when
precipitation averages more than 20 inches per year, but less than
40 inches per year. |
|
Coarse Sand |
Soil textural class. |
|
Coarse Sandy Loam |
Soil textural class. |
|
Coefficient of
Manufacturing Variation (CV) |
A measure of the differences in
output among emitters resulting from the manufacturing process.
|
|
Controller |
An automatic timing device,
electromechanical, digital or a combination of both which signals
the automatic valves to open or close according to a prescribed
program. |
|
Coupling |
A fitting used to join two sections
of pipe together. |
|
Course Soil |
A soil having large air spaces
between solid particles. Course soils generally drain rapidly and
hold little water. |
|
Crop Coefficient |
The proportion of water used by the
crop in relation to evapotranspiration from a reference grass crop. |
|
Crop Factors |
A factor that relates pan
evaporation (Epan) to plant water use. For example a crop factor of
0.6 indicates water use is 60% of Epan. |
|
Crop Water Requirement |
The total water needed for
evapotranspiration from planting to harvest for a given crop in a
specific climatic regime when adequate soil water is maintained by
rainfall and/or irrigation so that it does not limit plant growth
and crop yield. |
|
Crop Water Use |
The amount of water used by a crop
in a specified period of time. |
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Daily Water Use |
The amount of water used by the plant in a 24 hour period |
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Deep Percolation
|
Irrigation water percolating below the root zone where it is
lost to crop production. |
|
Deep Well Turbine Pump
|
A pump having one or more stages, each consisting of an impeller
on a vertical shaft, surrounded by stationary and usually
symmetrical guide vanes in a pump bowl assembly. Power is delivered
to the impeller by a shaft and a column carries the water upward. |
|
Deficit Irrigation
|
Irrigation management with a supply of water less then the
seasonal ET requirements of the crop. Relies on stored soil moisture
in the root zone to provide the difference and requires feeling the
root zone soil profile to field capacity before or early in the
growing season. |
|
Delivery Structures |
All the structures (canals or pipes and their appurtenant works,
such as intakes, distributors, drops and discharge structures) which
ensure delivery of water to the irrigators of an irrigated area from
the main canal. |
|
Desalinisation |
The removal of salts from saline water to provide fresh water. |
|
Design Evapotranspiration
Rate |
The average daily peak evapotranspiration rate for the proposed
crop for seven days. |
|
Design Pressure |
Is the total pressure available to operate the irrigation
system. |
|
Design System Capacity |
The volume of water that the irrigation system could deliver in a day (if
operating continuously) divided by the irrigated area, normally
reported in mm/day |
|
Diameter Coverage |
The diameter of the circular area on the ground covered by a
sprinkler. It is measured in meters. |
|
Direct Coupled Pump |
A common pump setup where pump and motor are coupled by a shaft
instead of a belt. Pump revolutions are fixed at 1450 or 2900 revs
per minute. |
|
Discharge Rate |
The rate at which water is discharged from sprinklers, emitters,
pumps, pipes etc, expressed in L/s or L/hr or cubic meters per hour
(= flow) |
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Distribution Channel |
Channel to deliver water from main channels to individual farms |
|
Distribution Curve (of a sprinkler head) |
A curve showing the rate of water application by a sprinkler at
various points along the radius in mm/hr. |
|
Distribution Pipelines |
Pipes which deliver water from main channels or pipelines
to individual farms. |
|
Distribution Uniformity (DU) |
Refer to Emission Uniformity. |
|
Drain Valve |
An automatic or manual valve used to drain water from a line. |
|
Drainage Channel |
An open channel to take drainage water or an improved natural
waterway designed to remove access water from rural lands. |
|
Drawdown
|
A lowering of the ground water surface caused by pumping. |
|
Drip Irrigation |
Any type of irrigation system that applies water to the soil
very slowly through tubes/tapes either above or below the soil
surface (= trickle irrigation) |
|
Drip System |
An irrigation system that uses drip irrigation. |
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Effective Rainfall |
In irrigation practise that portion of the total precipitation
which is retained by the soil so that it is available for use for
crop production. |
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Effective Rooting Depth |
Soil depth from which the crop extracts most of the water needed
for evapotranspiration. |
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Effective Water Holding Capacity |
The amount of water held in the soil after the access
gravitational water has drained away and after the rate of downward
movement of water has materially decreased, preferably given as a
percentage by volume and not by weight (= field capacity) |
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Efficiency |
Refer to Irrigation Efficiency |
|
Emission Uniformity |
A measure of how uniformly water is applied over a field,
calculated as a minimum depth of applied water, divided by the
average discharge of all emitters measured multiplied by 100. |
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Emitter Discharge Coefficient |
The relationship between the dimensions and configurations of
low passages and consequent pressure loss through the emitter. |
|
Emitter Discharge Exponent. |
The relative ability of an emitter to compensate for variations
in pressure. The smaller the exponent, the less sensitive the
emitter discharge rate to pressure variation. |
|
Emitters |
A collective name used to describe drippers, micro
jets and mini sprinklers. |
|
Evaporation |
The process where liquid water is converted into a gas. In
irrigation the water evaporated from the soil or plant surface |
|
Evaporemeter |
An instrument used to measure evaporation. Usually a US Class
A pan |
|
Evapotranspiration (ET) |
The combination of water transpired from the plant and
evaporated from the soil and plant surfaces. |
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Farm Irrigation Efficiency |
The ratio or percentage of the irrigation water consumed by
crops of an irrigated farm to the water diverted from the source of
supply, measured at the farm headgate (= farm delivery efficiency) |
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Fertigation |
Applying liquid fertiliser through an irrigation system. |
|
Field Capacity |
The amount of water remaining in a soil when the downward water
flow due to gravity becomes negligible. If a soil is saturated by
rainfall or irrigation and then allowed to drain freely for twenty
four hours, the soil is usually at field capacity. For most crops
the field capacity is the ideal moisture level. |
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Filter Backwash |
Refer to Backwashing |
|
Filtering Area |
The surface area of a sand or mash filter available for
filtration. |
|
Filtration |
The removal of suspended solids from irrigation water. |
|
Fittings |
The generic name for the various parts that attach the pipes
together |
|
Flood Irrigation |
All types of irrigation which make use of rising water from
flood for inundating areas without major structural works. |
|
Flow Control Valve |
A valve that can be mechanically adjusted to restrict flow and
thus discharge pressure. |
|
Flow Meter |
Device for measuring the flow rate of an irrigation system. |
|
Flow Rate |
The quantity of water available and/or needed per second, per
minute, per hour or per day |
|
Flow Restrictions |
Physical restrictions in the piping system that effect the flow
of water causing a pressure loss. |
|
Friction Head |
The energy required to overcome friction caused by fluid
movement through pipes, fittings and valves, around corners or by
pipe-size changes |
|
Friction Loss |
A loss of pressure caused by friction as water moves through the
irrigation system. |
|
Fully Automatic Irrigation System |
An irrigation system or network on a farm, where by the water
requirements of the plants are met automatically. It makes use of
devices which measure soil moisture, or other indicators of
irrigation need and trigger a series of operations to convey the
necessary water through the network at the right time. |
|
Furrow Irrigation |
A method similar to corrugation irrigation used in permeable
soils. It consists in feeding narrow furrows very close to one
another with small discharges so as to wet more easily all the soil
situated between two rows of crops. |
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Gate Valve |
It is a sliding gate which moves up or down to block
the flow. Often used as isolation valves. Never used as control
valves. |
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Geographic Information System (GIS) |
All information system concerning a point or a group of points
geo-referenced on the Earth's surface, such as maps or satellite
images, digitally stored, processed and manipulated by a computer
program. |
|
Gravitational Water |
Is the free water in the soil which moves into, through, or out of the soil under
the influence of gravity. |
|
Gravity Flow |
A water system that relies on gravity to provide the
pressure required to deliver the water. |
|
Gravity Irrigation |
Method of operating a system or part of a system using gravity
alone, water being available at a sufficient level (or pressure) to
ensure its conveyance or delivery to the fields or its distribution
in the fields. |
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Ground Water |
That portion of water below the surface of the
ground at a pressure equal to or greater then atmospheric (=
watertable) |
|
Gypsum Block |
Refer to Resistance Block |
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Hand Moved System |
An irrigation system designed to be moved manually. |
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Hard Hose Traveller |
A gun sprinkler mounted on wheel cart to a hard hose connected
to a large stationary hose reel. The hose pulls the sprinkler
through the field. |
|
Head |
A measure of water pressure in m or bar or psi or Kpa. |
|
Head to Head |
Refers to the situation where sprinklers are spaces so that the
water from one sprinkler throws all the way to the next sprinkler. |
|
Head Works |
A collective term for all works required at intakes of main or
principle canals to divert and control the river flows and to
regulate water supplies into the main canal or canals. |
|
Heavy Soil |
Soils in which clay particles predominates. Heavy soil drains
poorly. |
|
Hydraulic Conductivity |
The rate of flow of the water through the unit cross section of
a soil under a unit hydraulic gradient (= soil permeability) |
|
Hydraulically Controlled |
A system which uses water pressure through tubing to operate
remote control valves. |
|
Hydrograph
|
A graph showing the discharge with respect to time. |
|
Hydrology |
Science dealing with waters of the earth in rivers, streams,
lakes, in or below the surface. |
|
Hygroscopic Water |
Water tightly held by soil particles. It does not
move under the influence of capillary action or gravity and it is
normally unavailable to plants. |
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Impeller |
The rotating component of the pump that moves water through the
pump. |
|
Infiltration Rate |
The rate at which water penetrates the surface of a soil
measured in mm/hr or mm/day. |
|
In-Line Emitters |
Drip emitters installed inside the drip tubing as part of the
tubing flow path. |
|
Intake |
A structure placed in the surface water source to permit water
withdrawal. |
|
Irrigation |
Became from two Latin words 'in' and 'rigare' which means 'to
water'. In other terms irrigation is the artificial watering of the
land for the purpose of growing crops. |
|
Irrigation Cycle |
Successive deliveries of water on all the units of a network in
such as way as to achieve a given irrigation on the entire field
concerned. |
|
Irrigation Efficiency |
A measure of the amount of irrigation water beneficially used,
divided by the amount of water applied. |
|
Irrigation Method |
The way the irrigation water is applied on the ground. |
|
Irrigation Period |
Number of days over which an irrigation cycle must be completed. |
|
Irrigation Requirements |
The quantity of water exclusive of precipitation, required for
normal crop production. It includes soil evaporation and some
unavoidable losses under the given conditions. |
|
Irrigation System Capacity |
The rate at which an irrigation system can apply water to a
given area. |
|
Isolation Valves |
A valve used for isolating all or part of the irrigation system
for repairs and maintenance. Common types of isolation valves are
the ball valves, butterfly valve and gate valve. |
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Land Survey |
Surveys relating to the establishment of land boundaries and
subdivisions made to create or define limitations of titles. |
|
Lateral Line |
The water delivery pipeline or polyethylene hose that supplies
water to the emitters from the mainlines or submains. |
|
Lateral Move Irrigation Machine |
A sprinkler method using an automatic irrigation machine,
consisting of a nozzle line fitted with rotating sprinklers or fixed
diffusers, and divided into sections by self propelled towels with
an electric motor. It irrigates a rectangular field. It is supplied
with water at some point either by directly pumping from a ditch,
parallel to its movement or by successively connecting a flexible
pipe to outlets fed by a pipeline under pressure (= Linear Move
Traveller). |
|
Leaching |
Applying irrigation water in excess of the soil moisture
depletion level to remove salts from the root zone. |
|
Leaching Requirement |
The fraction of water entering the soil that must pass through
the root zone, in order to prevent soil salinity from exceeding a
specified value. |
|
LEPA |
Low Energy Precision Application system is a Centre Pivot or a
Lateral move irrigator with low energy requirements using either spray, bubbler or sock emitters. |
|
Line Source |
Drip tape or tubing with emission points with close regular
intervals |
|
Loam Soil
|
A soil that contains about
50% sand, 30% silt (particles between
0.002 and 0.02mm diameter) and 20% clay. Loam soils feel smooth and
spongy when rolled into a ball |
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Main Channel |
Channel which convey bulk water from head works, storage or river
diversion point into the distribution system. |
|
Main Pipelines |
Pipes which convey water from the pump to the irrigated areas. Purpose is to deliver water from storage or river into the
distribution system |
|
Manual System |
A system where control valves are operated manually. |
|
Master Valve |
An automatic or manual valve installed at the supply point which
controls water flow into the main piping system. |
|
Maximum Practical Suction Lift (MPSL) |
An estimate of the lift required to move water on the suction
side of the pump. |
|
Media Filter |
A filter consisting of a tank filled with filtering media such
as, silica sand or crushed granite that removes suspended solids
from irrigation water by passing the water through the filtering
media. (= sand filter). |
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MegaLitre (ML) |
Measurement of volume equal to one million litres. |
|
Micro Jets |
Generally spray outlets with no moving parts where the shape of
the micro jet is used to spread water from central orifice. |
|
Micro Sprinkler |
Mini sprinklers with small orifices that allow for
discharge rates less than 300 L/hr. |
|
Moisture Holding Capacity |
The amount of water required to fill all the pore spaces between
the soil particles. |
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Net Irrigation Amount |
The amount of water used by the crop since the last irrigation |
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Net Irrigation Requirement |
Is the crops irrigation need (without including any losses of
any kind) expressed as a layer of water in mm/day, month. |
|
Net Positive Suction Head (NPSH) |
The pump manufacturer's specified suction head at sea level, in
meters. |
|
Neutron Probe |
An instrument that measures soil water content, by neutron
emission from saturation to complete dryness. |
|
Nominal Discharge of a Dripper |
Discharge in litres per hour at nominal pressure indicated by
the manufacturer. |
|
Nominated Head |
The average pressure in meters or bars of head at which an
irrigation system is to be operated at. |
|
Nozzle |
The part of a sprinkler that the water comes out of. |
|
Nozzle Diameter |
Diameter of the nozzle hole. It is measured in inch
or mm. |
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Operating Pressure
|
The pressure at which a device or irrigation system is designed
to operate. |
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Over Irrigation
|
Excessive irrigation with regard to the actual requirements due
to excessive doses of watering an insufficient irrigation interval
or an overestimation of the requirements. It causes either leaching
or water logging of the soil. |
|
Overhead Irrigation
|
Irrigation by which water is ejected into the air to fall onto
the soil surface as spray (= sprinkler irrigation) |
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Peak Crop Water Requirement |
For a given crop the peak water requirement during the month. |
|
Pan Evaporation |
Rate of water lost by evaporation from an open water surface of
pan (usually class A pan). |
|
Percolation Rate |
The maximum rate at which water will flow into the subsoil from
the top soil under specific conditions expressed in mm/hour or mm/day. |
|
Permanent Wilting Point |
The moisture content of the soil, expressed as a percentage of
the soil volume or as a percentage of dry weight, at the time when
the plant will be under stress as a result of the deficiency in the
soil moisture. |
|
pH |
The reciprocal logarithmic concentration of hydrogen ions in
water. A measure of the acidity or alkalinity of a liquid. A pH of 7.0
is neutral; a pH less then 7.0 is acidic; and a pH more then 7.0 is
alkaline. |
|
Piezometer |
Vertical tube which is lower and connected to an
aquifer, and its upper end located at or above the ground level used
to determine the hydraulic head of that aquifer. |
|
Piezometric Head |
Combined elevation and pressure head as measured from reference
plan. |
|
Planting Area |
A term used to define the area of land a tree/vine is planted on, and
is obtained by multiplying the row spacing by the tree/vine spacing along
the tree line. |
|
Polyethylene Pipe (PE) |
A black elastic pipe that is often used in
irrigation systems |
|
Positive Displacement Pump |
Piston or diaphragm pumps, powered by electricity, water or fuel
for injecting chemicals through an irrigation system at precise
rates. |
|
PRD |
Partial Root Zone Drying- |
|
Precipitation |
Water from the atmosphere that falls to the ground
in the form of rain, snow or hail |
|
Precipitation Rate |
A measurement of water application which is given in
the depth of water applied to the soil. Measured in mm/hour. |
|
Pressure Compensating |
A valve feature which maintains a constant discharge
flow regardless of inlet pressure. |
|
Pressure Differential |
The pressure difference between two points (for example, the
pressure difference between the inlet and the outlet of a filter) |
|
Pressure Gauge |
A device used to measure water pressure. |
|
Pressure Head
|
The pressure energy necessary at the distribution
water system entrance to overcome losses and operate various
irrigation equipment/emitters at the designed
pressure. |
|
Pressure Loss |
The loss of pressure under flow conditions caused by
friction or ele | | | |