Surface irrigation is defined as the group of application techniques where
water is applied and distributed over the soil surface by gravity. It is by far
the most common form of irrigation throughout the world and has been practiced
in many areas virtually unchanged for thousands of years.
Surface irrigation is often referred to as flood irrigation machinery, implying that the water distribution is uncontrolled and therefore, inherently inefficient. In reality, some of the irrigation practices grouped under this name involve a significant degree of management (for example surge irrigation). Surface irrigation comes in three major types; level basin, furrow and border strip.
Process of Surface irrigation [Back to Contents]
The process of surface irrigation can be described using four phases. As water is applied to the top end of the field it will flow or advance over the field length. The advance phase refers to that length of time as water is applied to the top end of the field and flows or advances over the field length. After the water reaches the end of the field it will either run-off or start to pond. The period of time between the end of the advance phase and the shut-off of the inflow is termed the wetting, ponding or storage phase. As the inflow ceases the water will continue to runoff and infiltrate until the entire field is drained. The depletion phase is that short period of time after cut-off when the length of the field is still submerged. The recession phase describes the time period while the water front is retreating towards the downstream end of the field. The depth of water applied to any point in the field is a function of the opportunity time, the length of time for which water is present on the soil surface.
Basin irrigation of Surface irrigation [Back to Contents]
Level basin irrigation has historically been used in small areas having level surfaces that are surrounded by earth banks. The water is applied rapidly to the entire basin and is allowed to infiltrate. Basins may be linked sequentially so that drainage from one basin is diverted into the next once the desired soil water deficit is satisfied. A “closed” type basin is one where no water is drained from the basin. Basin irrigation is favoured in soils with relatively low infiltration rates (Walker and Skogerboe 1987). Fields are typically set up to follow the natural contours of the land but the introduction of laser levelling and land grading has permitted the construction of large rectangular basins that are more appropriate for mechanised broadacre cropping. Basin irrigation is commonly used in the production of crops such as rice and wheat.
Furrow irrigation of Surface irrigation [Back to Contents]
Furrow irrigation machinery supplier is conducted by creating small parallel channels along the
field length in the direction of predominant slope. Water is applied to the top
end of each furrow and flows down the field under the influence of gravity.
Water may be supplied using gated pipe, siphon and head ditch or bankless
systems. The speed of water movement is determined by many factors such as
slope, surface roughness and furrow shape but most importantly by the inflow
rate and soil infiltration rate. The spacing between adjacent furrows is
governed by the crop species, common spacings typically range from 0.75 to 2
metres. The crop is planted on the ridge between furrows which may contain a
single row of plants or several rows in the case of a bed type system. Furrows
may range anywhere from less than 100 m to 2000 m long depending on the soil
type, location and crop type. Shorter furrows are commonly associated with
higher uniformity of application but result in increasing potential for runoff
losses. Furrow irrigation is particularly suited to broad-acre row crops such as
cotton,maize and sugar cane. It is also practiced in various horticultural
industries such as citrus, stone fruit andtomatoes.
The water can take a considerable period of time to reach the other end, meaning water has been infiltrating for a longer period of time at the top end of the field. This results in poor uniformity with high application at the top end with lower application at the bottom end. In most cases the performance of furrow irrigation can be improved through increasing the speed at which water moves along the field (the advance rate). This can be achieved through increasing flow rates or through the practice of surge irrigation. Increasing the advance rate not only improves the uniformity but also reduces the total volume of water required to complete the irrigation.
Surge Irrigation is a variant of furrow irrigation where the water supply is pulsed on and off in planned time periods (e.g. on for 1 hour off for 1½ hour). The wetting and drying cycles reduce infiltration rates resulting in faster advance rates and higher uniformities than continuous flow. The reduction in infiltration is a result of surface consolidation, filling of cracks and micro pores and the disintegration of soil particles during rapid wetting and consequent surface sealing during each drying phase.The effectiveness of surge irrigation is soil type dependent; for example, many clay soils experience a rapid sealing behaviour under continuous flow and therefore surge irrigation offers little benefit.
Bay/border strip irrigation of Surface irrigation [Back to Contents]
Border strip, otherwise known as border check or bay irrigation could be
considered as a hybrid of level basin and furrow irrigation. The field is
divided into a number of bays or strips, each bay is separated by raised earth
check banks (borders). The bays are typically longer and narrower compared to
basin irrigation and are orientated to align lengthwise with the slope of the
field. Typical bay dimensions are between 10-70m wide and 100-700m long. The
water is applied to the top end of the bay, which is usually constructed to
facilitate free-flowing conditions at the downstream end. One common use of this
technique includes the irrigation of pasture for dairy production.
Drainage after harvest or in rainy season of Surface irrigation [Back to Contents]
Drainage of flooded banks or drainage of extremely wet soil during the rainy season may be done by ditches. Drainage by ditches may be done with crops that require the soil to be wet but not completely saturated (and sometimes, especially not at certain times of year). An example is blueberries. In the rainy season/winter, they require drier soil.
Issues associated with surface irrigation of Surface irrigation [Back to Contents]
While surface irrigation can be practiced effectively using the right management under the right conditions, it is often associated with a number of issues undermining productivity and environmental sustainability:
- Waterlogging - Can cause the plant to shut down delaying further growth until sufficient water drains from the rootzone. Waterlogging may be counteracted by drainage, tile drainage or watertable control by another form ofsubsurface drainage.
- Deep drainage - Overirrigation may cause water to move below the root zone resulting in rising water tables. In regions with naturally occurring saline soil layers (for example salinity in south eastern Australia) or saline aqifers, these rising water tables may bring salt up into the root zone leading to problems of irrigation salinity.
- Salinization - Depending on water quality irrigation water may add significant volumes of salt to the soil profile. While this is a lesser issue for surface irrigation compared to other irrigation methods (due to the comparatively high leaching fraction), lack of subsurface drainage may restrict the leaching of salts from the soil. This can be remedied by drainage and soil salinity control through flushing.