Martin E. Parkes 2000 *** All Rights Reserved ***
1 Summary : Why do farmers irrigate? : to obtain a crop or to obtain higher crop yield; to obtain improved crop quality. Crop yield improvements from:
providing water, when there is insufficient soil water/ rainfall for growth, especially germination;
providing water to help make soils workable viz rice;
preventing weed competition viz rice;
controlling soil temperature in spring for rice and mountain agriculture;
providing frost protection to fruit crops, by coating blossom with ice to provide heat and prevent heat loss;
controlling application of small amounts of fertiliser and pesticide at critical times of crop growth;
inducing frost heave, to improve conditions for crop growth, viz apples in Shaanxi.
2 Summary : What helps indicate the
need for irrigation?
Crop: Need knowledge of when and how much water to apply. Plant behaviour is linked to temperature control, via control of evapotranspiration, by regulating stomatal opening. Specific aspects of plant growth indicate appropriate timing of irrigation.
Soil: Soil provides a reservoir from which water can be drawn by plants. Crop rooting depth and amounts of “readily-available” water, within the soil profile, identify how much water can be used, before irrigation becomes necessary. Direct/in-direct measurements of soil water changes can indicate the correct timing and maximum amount of irrigation water supply.
Weather: Daily meteorological measurements of evaporation, mean temperature, wet and dry bulb temperature, wind-run, sunshine hours and rainfall help calculate soil water balances. Accounting for soil water changes, through daily tabulation of actual evapo-transpiration, rainfall and irrigation, identifies levels of soil water “deficit” or “depletion”. Irrigation practice might fully or partially re-fill the soil water deficit.
3 Summary: What other services are required, in association with irrigation scheduling advice, especially for privatised services? Crop specific advice is provided by private consultants or by self-financing government services. Irrigation scheduling advice may be linked with recommendations for weed and pest control or fertiliser recommendations. Private consulting has been encouraged in the USA by large farm sizes, coupled with reduced farm labour, especially those farms growing high value and high-risk crops. Prices paid for services are around 1-2% of the gross income of the crop. Direct soil water measurements are often an important part of private irrigation scheduling services. Organisations providing private services have good communication with their customers, typically through grower newsletters. Associated services to growers might include planning new installations.
Encouragement of Water User Associations, outside China, has emphasised specific ingredients judged necessary for the success of the transfer of large irrigation scheme assets to such associations. These ingredients include:
(i) financial management by the WUA (ii) autonomy (iii) adequate capacity in terms of technical and managerial skills along with functional and suitable physical infrastructure (iv) reliable water supplies.
4
4
Summary: How do irrigation canal systems operate and
how is water obtained by farmers, in China? Large irrigation schemes such as ZIS either
provide water to sub-branch canal groups, or to small size reservoir and
pumping stations, with some additional water provided to managers of ponds. In
the first two cases, 3-5 staff are responsible for water application,
measurement, organising maintenance of canals and machinery, as well as
management of trees along the canals. For small size II reservoirs covering an
irrigated area of 200-400 ha, there might be just a water manager and an
electrical worker. There is typically 1 pond per 0.8 ha, across the scheme.
Pumping from groundwater is typical of Songjiang
County (Shanghai). The average area of irrigation project is 47.3 ha, with an
irrigation to power ratio of 3.04 ha/kW.
Generally, each irrigation project is run by 6-7 farmers, with one in overall
charge, one technical worker and 4-5 field irrigators. The person in charge and
the technical worker are employed by the village, while the irrigators are
appointed by the production team, that directly benefit from the village
irrigation. On average, each technical worker takes care of an area of 400 ha.
In Yang Lang Gou village of Tai An city of Shandong,
more than 50 dams, motor-pumped wells and water diverting projects have
contracted to 7 professional households for supply of irrigation water. Village
Committees contract such projects for 15-20 years. During this time the Village
Committee has the authority to supervise the professional household. The household has the right to run the
business and collect water charges. A part of these charges, representing
depreciation costs, are given to the Village Committee for renewal funds. Some
villages have only contracted hydraulic structures to the professional
households. The latter provide pumps and electrical equipment themselves.
/m3, for both situations. Payment of
individual water managers was arranged as part from farmers fees, part from
benefits of cultivated and land and access to fish ponds provided by the
village and part for income derived from trees along canals. In Songjiang County, the estimate of
irrigation costs in 1991 was 137.6 Y/ha, with 60% representing wages and 23%
energy costs. The World Bank survey of Burt and Styles suggests an average
irrigation water charge of around 30 $/ha with an average charge based on usage
of 3 $/106 m3.
6 Summary:
What defines “efficient” and “effective” irrigation? Irrigation efficiency is the ratio of (volume of
irrigation water beneficially used) to (volume of irrigation water applied - D storage of
irrigation water). Water applied for leaching represents beneficial use, while
water for seepage and deep percolation is not. Overall irrigation efficiencies
combine measures of canal conveyance efficiencies, as well as in field
irrigation efficiencies. Extra water may be applied to allow for non-uniformity
of application, but more commonly, in-field designs are based around achieving
a minimum level of “distribution uniformity”.
Distribution uniformity is the ratio of (average low quarter depth of
water infiltrated) to (average water depth infiltrated). Effectiveness is a measure
of how well an activity achieves the intended purpose. “Water use efficiency” and “water
productivity” can have several meanings.
7 7 Summary: Which irrigation technique/equipment is best suited to meeting particular needs? With the likely exception of paddy rice, either surface or overhead irrigation systems are practicable for most crops. Relatively flat and heavy land favours surface irrigation development, while undulating land with “light” soils favours overhead irrigation. Costs can be comparable. This occurs when the extra capital costs, of land development for surface irrigation, are matched by the extra running costs associated with energy, for overhead irrigation. Either basin or furrow irrigation will be suited to flat topography, with choice between furrow and border strip methods being determined by crop cultivation practice. Use of drip irrigation is likely to be most successful in medium textured soils, with a reasonable silt fraction. In China, drip applications have included greenhouse vegetables, grapes, pears and peach trees.
8 Summary:
What are the typical irrigation regimes for important Chinese crops? Irrigation water requirements depend on crop water requirements and
effective rainfall supplies. Additional water supplies are needed for paddy rice,
to cover the percolation and deep seepage losses associated with ponded water.
These losses depend on soil texture and ground water depth and can range from
0.3 – 4.8 mm/day. Variation of
evapotranspiration values between years is not often considered for planning
purposes. However, a variation of + 25% has been reported for either
dry/warm years or wet/cool years, in relation to average figures for mid-rice
grown in Hubei. Irrigation water requirements are typically calculated for
effective rainfall, which is equally or exceeded with a particular level of
probability, typically 75%. A table
beneath illustrates the variation in irrigation water demand, depending on
rainfall probability values for Beijing.
|
Crop |
Irrigation req. 75% prob. Rain (mm) |
Irrigation req. 50% prob. Rain (mm) |
Irrigation req. 10% prob. Rain (mm) |
Months requiring irrigation |
|
W Wheat |
357 |
304 |
202 |
March-May |
|
Paddy rice |
887 |
763 |
585 |
May, August-September |
|
S Maize |
132 |
67 |
1 |
June, September |
|
Cotton |
188 |
131 |
49 |
June-July, Sept. – Oct. |
|
Y Vegetables |
1050 |
|
|
|
There appears to be a measure of
controversy over the need for ponded water, when growing paddy rice beyond the
early tillering stage. 80-110 mm of water is typically needed for softening the
soil, prior to transplanting. At transplanting, a depth of 15-20 mm is
recommended, with additional water to match seepage losses. Ideal conditions,
for recovery of transplants in the “turning green” stage, are said to be 20-40
mm depth for early rice, increasing to 45-50 mm for late rice. Ponding to a
depth of 10 mm in the day, with no water supply at night, is recommended in the
early part of the tillering stage. The
ear formation and flowering stage is the stage most sensitive to lack of water,
but water supplies representing at least 80% of soil saturation are claimed to
be adequate for maximum yield. Some authors say water might be ponded to a
depth of 20 mm at this stage.
Research from Jiangsu and Shandong
provides evidence for the claims that, after the turning green stage, a
standing water surface is not required for subsequent crop stages of paddy
rice. It is said that soil water should be controlled between saturation and
60-70% of saturation. Using this approach, the researchers attained an
equivalent mean rice yield of 9.8 t/ha from lysimeters, over a period of 9
years. The typical amount of water used, including that for land soaking, is
suggested to be only 337 mm. Comparison of water needs, over 9 years, of either
conventional flooding irrigation or the controlled water saving irrigation
practice are given below.
|
Practice |
Leaf transpiration (mm/annum) |
Interplant evaporation (mm/annum) |
Field seepage (mm/annum) |
Water requirement (mm/annum) |
|
Flooding irrigation |
331 |
126 |
543 |
999 |
|
Water-saving irrigation |
215 |
98 |
279 |
592 |
Similar water saving experiments in
Zhejiang, have emphasised the associated power savings linked to water savings
(150 kWh/ha) and labour saving (10 work days/ha). Researchers claim an
improvement from only 15%, to as much as 20-60% effective rainfall, associated
with the water saving irrigation. The average amount of water saved over 8
years of consecutive trials of combined early and late rice was 201 mm,
representing a 32% saving over conventional irrigation. Average water savings, measured at 7
different sites in 1997, were 112 mm for early rice and 95 mm for late rice,
representing savings of 49 and 38% respectively. In all water savings
experiments, herbicides are necessary to compensate for the lack of weed
control by standing water.
Opportunities for water saving are
considerably increased when rice is dry seeded. Cultivation requirements are
also rather different, with fields being ploughed in autumn then irrigated in
winter to promote break-down of clods by freezing and thawing. Varieties being
used are different and yields are some 15-20% less than paddy rice. In contrast
water and labour savings are said to be 50% of the equivalent paddy
requirements. The table beneath gives irrigation supply figures for north
Henan.
|
Growth stage |
Days |
Dry seeded rice (mm) |
Transplanted rice (mm) |
|
Transplanting to tillering |
24 |
189 |
408 |
|
Tillering to jointing |
28 |
103 |
332 |
|
Jointing to heading |
27 |
187 |
399 |
|
Heading to maturity |
41 |
192 |
240 |
|
Entire season |
120 |
670 |
1380 |
* Note
water use for puddling is 250 mm, with a further 150 mm applied at the end of
the season, to compensate for drying out.
It is important that specific types
of drainage problem are recognised, unwanted runoff is intercepted and that
arterial drains remain fully operational. Clear prioritisation of maintenance
work is strongly recommended. Silt removal from canals commonly represents the
greatest maintenance cost, though potential requirements of reservoirs should
not be ignored.
Instances of increased levels of
drainage, associated with irrigation schemes, in both the US and Israel, has
promoted the un-wanted release of selenium in one instance and phosphate in the
other, leading to environmental damage.
Salt-water intrusion continues to be
a concern in the coastal areas of China. This has been associated with
excessive groundwater development by farmers, who use the water for irrigation.
Over-pumping of ground water, particularly in the karst areas of China, has
occasionally led to significant economic loss, associated with land subsidence.
12 Summary:
Do alternative wastewater resources provide practicable options? Taking estimated (capital and operating)
costs in 2000, at around 1.7 Y/m3 for new agricultural water
supplies in northern Chinese cities, helps suggest the level of cost
which might be associated with wastewater treatment and recycling. This
represents an upper limit, based on forecasts made in 1994. Urban sewage can be
used either to recharge groundwater and so receive a measure of treatment in
the process, or it may be directly re-used. Direct re-use in agriculture,
without treatment, is known to be harmful to people. As a result of direct
recycling of wastewater, investigations have shown that 60% of some 257,000 ha
of land in 7 North China cities has become contaminated. Related groundwater
has become so polluted that it can no longer be used as potable water. In the
1990’s, marginal (capital and operating) costs of large scale sewage treatment
for re-use were put at 0.7 – 0.6 Y/m3or at 1.3 – 1.1 Y/m3,
if additional investments in drainage and financial consequences of pollution
loads are included. Costs relate to Beijing and Tianjin. If these additional
investments and consequences can be removed, by localised recycling, then
additional payment might be due to the organisers. These figures put the
maximum expenditure on localised recycling at around 2.3 Y/m3, with
the farmer only paying 1.7 Y/m3 for delivered water. In 1994, the UNDP report suggested pricing
treated wastewater at 0.7 times the clean water cost. In this case, either 1.8
Y/m3 or 1.2 Y/m3 becomes the target wastewater overall
investment and operating cost for localised recycling.
Appropriate combinations of crops are required to
receive treated wastewater, if above ground storage is to be avoided throughout
the year. Trees crops might be expected to receive treated water throughout the
dry winter months. While small-scale municipal sewage might be expected to be
free of heavy metals, there are still some problem chemicals. Sodium and boron
have been identified as problems elsewhere. Contamination by volatile phenols
is a particular feature of wastewater, which has previously been recycled in
China. How important this is, at the small scale, needs to be clarified. A
complete picture of tolerable chemical composition is given in the Chinese
State Water Quality Standards for irrigation.
Martin E. Parkes 2000 *** All Rights Reserved ***