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IRRIGATION
IN THE AUSTRALIAN WATER RESOURCES CONTEXT
Dr Wayne S Meyer
Program Leader, Sustainable Agriculture
CSIRO Land & Water
PMB No 2, Glen Osmond, Sa 5064
Water Distribution In Australia
TABLE 1
SURFACE WATER RESOURCES (km3)
OF DRAINAGE DIVISIONS |
Drainage
Divisions |
Run-off |
Outflow |
Divertible |
Developed |
North-East Coast
Gulf of Carpentaria
Timor Sea
Murray Darling
South-East Coast
Tasmania |
84
93
81
24
42
53 |
84
93
81
12
42
53 |
23
13
22
12
15
11 |
4
0
2
10
4
1 |
The most recent complete accounting for water in
Australia is based on 1985 data and a summary is given in Table 1. Total runoff
from the continent was estimated at 397 km3, with most of that water
being located in northern Australia associated with the summer rainfall dominant
tropics and semi-arid tropics, and in temperate Tasmania. The total runoff from
the continent is equivalent to that coming from the much smaller countries of
New Zealand and Japan and represents only a fraction of the water which runs off
continents of equivalent dimensions, such as the United States. Another feature
of our water supplies is the high variability in availability, especially of the
major inland rivers of the Australian continent (see Meyer, 1998).
The 1985 compilation made an estimate of the volume
of "divertible resource" or exploitable water. The method of deciding
what water was exploitable is arbitrary and no doubt will change as our concepts
and judgements of exploitable water change. The major emphasis of the National
Land and Water Resources Audit currently underway is to audit total water
availability and how it’s distributed. This will also include estimates on
groundwater resources. Again, recent information should give us much better
estimates of both volumes and exploitable amounts which are available in many of
our groundwater resources. In the next iteration of defining what is exploitable
yield, the factors associated with water quality, principally salinity and, in
the case of surface waters, sediments, will be considered, as will seasonality
of flow and the reliability of flow. In addition, the emerging concern for
environmental flows will feature as part of our consideration of exploitable
water resources.
Irrigation Water Use In Australia
Total water used within the Australian context was
estimated by Woods and Banks (1991) to be about 14.6 km3 of which
10.3 km3 was used for irrigation. This was based on mid 1980s to late
1980s data. We know this is an under estimate because the Murray-Darling Basin
audit of 1993/94 indicated a diversion of about 10.7 km3 for rural
purposes, the majority (95%) of which was for irrigation. It would not be
surprising if the audit indicates a considerable growth in the water use within
Australia, perhaps as high as 18-25 km3 of total water use, of which
75% is likely to be used for irrigation. If Australia follows world trends in
water use, then we would expect total water use to increase but the proportion
used for irrigation to decrease into the future.
Scientific Irrigation Practice
The distribution systems that convey water from
impoundment to farm gate are a major source of water loss. Distributing water in
earthen channels over long distances should not be practised. Losses of 10% to
90% have been documented within Australia, while a world survey indicated a
conveyance efficiency of about 75% (Table 2). Seepage and evaporative losses can
be significant although pipes or lined channels do not guarantee high conveyance
efficiency if they are not well constructed and maintained.
The purpose for irrigating is to provide water to
plants, to optimise growth for either quantity and/or quality production.
Unfortunately, there is an attitude that the purpose of irrigation is to wet the
soil. As a result, poor attention is given to getting water where it is needed,
in amounts it is needed, for plant production. The amount of water diverted to
produce plants is still far too large compared with the productivity and, from
an energy point of view, the energetics of capturing solar energy into plant
products for the use of water is still very poor. An analysis of irrigation
productivity over thirty years showed evidence of an increase but energetically
irrigation returns as food energy much less than 1% of the total enetrgy
involved (Meyer, 1997).
There are many instances where surface irrigation
is inappropriately used. It should not be used on soils with high infiltration
characteristics and, even on other soils, we need much better matching of input
flows with slope and surface conditions to get water much more rapidly across
bays and down furrows to minimise the amount of water which is saturating the
soil profile and moving past the root zone. We must continue to develop
controlled irrigation systems. It is totally inappropriate for high value crops
to be planted today and irrigated with surface irrigation. The control on
quality and quantity which needs to be exerted on these high value crops should
also be reflected in the care and precision with which water is used on them.
Irrigating in semi-arid or arid environments will
accumulate salt. In these environments with uncertain rainfall, the need for
drainage is acute. Irrigation without drainage is not sustainable. In dispersed
irrigation areas, matching irrigation induced deep drainage to natural drainage
is critical. There are some areas of the landscape where it is possible to match
water loading from irrigation with natural drainage processes of deep drainage
and lateral dissipation. We should use to advantage an understanding of the deep
drainage situation under any irrigated area which will only be reached with good
measurement and consistent monitoring.
In most irrigation areas, we will need to impose
some form of artificial drainage. The critical issue associated with artificial
drainage is how to minimise the amount of drainage which is generated. This can
be done by managing water inputs. Next, is the need to concentrate up the
drainage waters. As it’s presently practised, this happens by dumping dilute
saline drainage water into evaporation basins. This is a short term solution.
Disposal is not an option with respect to salt. We need to either reuse these
drainage waters and see them as a recyclable resource, change their form or
think of storage in a place in the landscape that is going to cause minimum
contamination in the long term.
The best prospects for sustainable irrigation in
Australia are in those areas close to the coast where controlled amounts of
quality controlled drainage can be discharged to the sea. In inland areas,
minimising drainage and looking at options such as serial biological
concentration, where we are using solar energy to advantage and using the waste
stream as a recycle resource, must be looked at.
To achieve irrigated practice which is
scientifically sound, we need a major cultural change. This will need change in
attitudes towards capital management, towards socio-economics, towards training
needs and towards the practice of irrigation.
Increasing amounts of groundwater are being used
for irrigation. It is almost always true that groundwater resources are
exploited when significant groundwater dependent irrigation develops. Once a
groundwater resource is exploited beyond its recharge rate, or is contaminated
by inappropriate drainage, it is extremely difficult to rehabilitate or recover.
Irrigation dependent on groundwaters must operate within the sustainable yield
and to determine that there is a need for ongoing investigation, measurement and
monitoring.
Offsite Effects Of Irrigation
Increasingly, irrigation (as with all agricultural
enterprises) is being subjected to stringent environmental constraints. The
withdrawal of water from rivers, particularly in the south east (Anon, 1995)and
south west of Australia, for irrigation purposes, has been excessive, as
indicated by the poor state of the river systems. There is no doubt that a
decreased allocation from rivers is likely and, given the distribution of
application efficiencies (see Thompson, 1995; Thompson & Schofield, 1998)
that are demonstrable in all irrigation areas, a decrease of 10% in allocation
would have little or no impact on productivity of irrigation areas because this
would considerably tighten up the use of water and, in cases, the inappropriate
and poor management of water. The effect of trading out some water from
irrigation on these over allocated rivers to increase environment flows will
very likely increase the variability of supply. The irrigation sector needs to
develop plans for managing its irrigation practices with increased variability.
Drainage back into rivers from irrigation areas
with waters containing salt, nutrients and sometimes other chemicals, presents a
dilemma in terms of management of river systems. Rivers are drains but when
people become highly reliant on these drains as their source of supply, the
dilemma of running a supply and drain system in one conduit becomes extreme.
Sensible resource engineering demands that we should separate our supply and
waste streams. We should explore the resource potential of waste and generally
concentrate it to reduce the diluted volume and find other uses for it.
Offsite Effects On Irrigation
The major changes brought about on the landscape,
through perennial vegetation clearing and replacement with annual pastures and
crops has caused major shifts in the hydrological balance of many agricultural
areas. In the Murray Basin regional groundwaters have been affected by increased
recharge in the higher rainfall area. This increased recharge results in
increased discharge both into the Murray River and into the shallower aquifers.
Unfortunately, much of the irrigated area of northern Vic and southern NSW is
sited on top of a naturally occurring regional groundwater discharge area. Field
and modelling studies show that trying to manage rising shallow water tables
with improved irrigation practice i these areas is almost futile (Meyer, 1995;
Poulton, 1996). In this situation, controlling regional groundwater pressures is
the only way to secure the sustainability of the area.
Where shallow groundwaters interact with surface
added irrigation water, as is the case for most southern Australia irrigation
areas, there has been a push for conjunctive use schemes. That is, using both
surface water supply and pumped groundwater as irrigation water. This practice
is almost certainly a short term solution especially if water application is not
controlled and deep drainage reduced and if there is no net salt export.
A Future For Australian Irrigation
Irrigated agriculture needs to continue development
as a high productivity, diverse produce system. The prospects for irrigation in
Australia are extremely good, given that the outputs that can be generated can
be produced to specification in products which are in demand and which can be
valued as exports. Irrigation has the advantage of being much less subject to
the whims of seasonal variability. There is the chance to develop exemplary
water use efficiency, to minimise losses in the supply systems and to improve
greatly our design, implementation and management of controlled irrigation
systems. We should set ourselves a goal of replacing Israel as the premier
holder of world class irrigation practice. We have a range of environments, a
range of leading equipment manufacturers and a well developed community and
government agency process to foster the right balance for economic,
environmental and social balance. The Murray-Darling Basin Commission, the total
catchment management movement, the landcare movement, land and water management
plans developed at community level, and site salinity action plans developed at
community level, are all world-leading in terms of defining a dynamic balance to
using our resource base. As a nation we can develop a presence as a provider of
high quality and world leading irrigation science, irrigation practice and
irrigation engineering.
REFERENCES
Anon (1985). 1985 Review of Australia’s Water
Resources and Water Use. Vol 1 and Vol 2. Department of Primary Industries and
Energy. Australian Water Resources Council. Nov 1987. AGPS Canberra.
Anon (1995). An Audit of Water Use in the
Murray-Darling Basin. Murray-Darling Basin Ministerial Council. Canberra.
Wood, S. and Banks, L. (1991). Irrigation
research and development in Australia. A national strategy. National
Irrigation Research Fund.
Walters, W. (1992). Influences on the efficiency
of irrigation water use. International Institute for Land Reclamation and
Improvement. Publ. 51. Wageningen, The Netherlands.
Meyer, W. (1997). Smarter Irrigation - An
Australian Perspective. Keynote address - Irrigation 97, Smarter Irrigation.
Conference Proc. p1-1 to 1-7, 20-22 May 1997, Shepparton. Reproduced in
Irrigation Australia IAA Journal 12(1), p20-23.
Meyer, Wayne S. (1998). Divining for Water.
Presentation to 10th Australian Wine Industry Technical Conference.
Sydney, 3 Aug 1998.
Thompson, T. (1995). The vast variation in
irrigation practices. PIRSA Irrigation Publication for Farmers. PIRSA,
Adelaide, SA 16pp.
Thompson, T. and Schofield, N. (1998). Irrigation
efficiency in Australia. Paper presented at Irrigation Assoc Aust (IAA) Conf.
Brisbane, 20 May 1998.
Meyer, W.S., Godwin, D.C., White, R.J.G. and
Smith, D.J. (1995). Destiny Model Development, NRMS Coluna Project. Nov 1995.
CSIRO Division of Water Resources, Griffith, NSW.
Poulton, D. and Slater, S. (1995). Resource
Potential of Shallow Water Table. NRMS Project 2137. MDBC NRMS.
TABLE 2
IRRIGATION WATER
Storage
Conveyance loss |
100 units |
Evaporation
Leakage/seepage |
Regional
Distribution loss |
75 |
Evaporation
Leakage/seepage
Escape |
Farm gate
Farm storage and
farm distribution
loss |
60 |
Evaporation
Leakage |
On field
Application loss |
50 |
Evaporation
Surface runoff
Leakage |
In soil profile |
36 |
Soil evaporation
Deep drainage |
Evaporated by plants |
18 - 26 |
|
Incorporated into
plants |
0.7 |
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Source: Adapted from Wolters, 1992.
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