Water Use Efficiency and Water Productivity in Jordan PowerPoint PPT Presentation

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Title: Water Use Efficiency and Water Productivity in Jordan


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Water Use Efficiency and Water Productivity in
Jordan
  • M. Duqqah S. Mazahreh M. Shatanawi A.
    Fardous
  • Faculty of Agriculture, University of Jordan
  • NCART, Ministry of Agriculture

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Introduction
  • Jordan is considered to be one of the 10 poorest
    countries worldwide in water resources, and has a
    population growth rate of about 2.9 (1998-2002),
    the 9th highest in the world.
  • The available renewable water resources are
    dropping drastically to an annual per capita
    share of 160 m3 in recent years, compared to 3600
    m3/cap/a in 1946.

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Introduction
  • Factors prompting such a decrease include, aside
    from the most prominent one of steep population
    growth, sudden influx of refugees due to
    political instability in the region.
  • Currently irrigated agriculture is the largest
    consumer constituting around 64 of the overall
    uses compared to only 36 for municipal,
    industrial and tourism (MIT) purposes

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Irrigation Sector
  • Irrigation in Jordan occurs mainly in three
    distinct areas
  • The Jordan Rift Valley.
  • The North-eastern Desert and Azraq region.
  • The Southern Desert in the Disi and Mudawwara
    areas.

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Irrigation Sector
  • The Jordan Valley Authority (JVA) supplies
    irrigation water in the Jordan Rift Valley (JRV),
    using surface water from Yarmouk River and the
    side wadis, in addition to treated wastewater.
  • Groundwater is used to a lesser extent in the
    Valley mostly by farmers in the Southern part of
    the Valley

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Irrigation Sector
  • In the uplands, irrigation water is pumped from
    licensed or unlicensed private wells, tapping
    both renewable and non-renewable groundwater, and
    to a lesser extent form surface water.

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Historical Water Consumption in Irrigation Sector
  • The irrigation share of the total water uses
    demonstrates significant decrease during the
    period 1985-2002 (78 in 1985 to 64 in the year
    2002).
  • In absolute figures irrigation water use has also
    been reduced from its peak in 1993 (726 MCM/a) to
    511 MCM in the year 2002.

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Historical Water Consumption in Irrigation Sector
  • Factors contributing to such decrease may be
  • Restrictions on well drilling.
  • Equipping private wells with water meters.
  • Reduction in irrigated areas due to water
    shortages ensuing from the persistent drought
    throughout 1998 2002.

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Historical Water Consumption in Irrigation Sector
  • The use of surface water for irrigation in Jordan
    has declined in both absolute and relative terms
    from 249 MCM (42) of total irrigation use in
    1996, to 157 MCM (31) in 2002.
  • Groundwater use decreased from 290 MCM in 1996 to
    216 MCM in 2002, with a steady relative portion
    of 48 of total uses.

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Historical Water Consumption in Irrigation Sector
  • The amount of treated wastewater used in
    irrigation rose from 59 MCM (10) in 1996 to 70
    MCM in 2002 (16) nationwide.
  • Due to the progressive replacement of fresh water
    with treated wastewater originating at the
    highlands, mostly from Amman-Zarqa urban area,
    the use of treated wastewater for irrigation in
    the JRV has been increasing steadily and is
    currently estimated at some 60 MCM about 84 of
    the total effluent reuse nationwide.

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Water Efficiency and Productivity
  • Water Efficiency
  • One of the most extensively used terms to
    evaluate the performance of an irrigation system
    is water efficiency. Efficiency is generally
    understood to be a measure of the output
    obtainable from a given input.

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Water Efficiency
  • In irrigation, the delivery of water from water
    sources to field crops depends on the efficiency
    in three main levels of an irrigation system
  • conveyance,
  • distribution, and
  • field (on farm) application.

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Conveyance Efficiency
  • Conveyance is the movement of water from its
    sources (reservoirs, river diversions, wells or
    pumping stations) through main and secondary
    canals to the tertiary off take of a distribution
    system.

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Distribution Efficiency
  • Distribution is the movement of water from
    tertiary and distribution canals, channels or
    pipes to individual field inlets.

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Network Efficiency
  • Often, the combined efficiency of a conveyance
    and distribution system is described as
    irrigation network efficiency. It is defined as
    the water delivered to farm field inlets divided
    by the water diverted from the prime source.

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Field application
  • Field application is the movement of water from
    field inlets to crops. The field (or on-farm)
    efficiency is defined as net volume needed to
    maintain the soil moisture, which is equal to the
    amount consumptively needed for
    evapo-transpiration.

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Overall or Project Efficiency
  • Another concept widely used in irrigation is the
    overall or project efficiency. It is the ratio
    between the quantity of water consumptively used
    by crops and the total water diverted from the
    sources to a project area.
  • It encompasses seepage and evaporation losses
    incurred in physically conveying water to crops,
    as well as losses due to deep percolation through
    the root zone to groundwater and field runoff.

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Irrigation Sector Efficiency
  • Finally, irrigation sector efficiency is defined
    as the amount of water actually consumed by the
    sector divided by the amount of water made
    available for the sector of a country.

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Table 1 Irrigation Water Use Efficiencies at
Various Levels
Source Le Moigne, G., S. Barghouti, M. Xie, et.
al. 1992a
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Water Productivity
  • Historically, farm productivity was measured in
    yield per hectare, since land was the
    constraining resource.
  • But as the twenty-first century begins,
    policymakers are beginning to look at water as
    the limiting factor for food production. The
    common measure that is emerging to measure water
    productivity is kilograms of grain produced per
    ton of water.

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Water Productivity
  • Oweis, et al. (1999) define water productivity as
    the ratio of the physical yield of a crop and the
    amount of water consumed, including both rainfall
    and supplemental irrigation. Yield is expressed
    as a mass (kg or ton), and the amount of water as
    a volume (m3).

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Water Productivity
  • The efficiency concept provides little
    information on the amount of food that can be
    produced with an amount of available water.
  • In this respect, water productivity, defined as
    the amount of food produced per unit volume of
    water used is more useful. Because the water used
    may have various components (evaporation,
    transpiration, gross inflow, net inflow, etc.),
    it is important to specify which components are
    included when calculating water productivity

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Case Study GHORS, JORDAN
  • The sample farms in the Ghors area of Jordan
    comprised 70 producers, distributed among 23
    villages.
  • The villages are clustered into two districts
    (North Ghors and Deir Alla Ghors) with most of
    the producers located in the North Ghors district
    (63 per cent). The rest of the producers, 37 per
    cent are located in the Deir Alla Ghors.

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Table 2 Descriptive Statistics for Sample Farms
in the GHORS Area
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Case Study GHORS, JORDAN
  • The annual rainfall for the study area during the
    2000/2001 season was 350.71 mm.
  • The crop yield was the highest, for tomatoes 60.3
    ton/ha, followed by cucumber, 52.2 ton/ha. The
    crop yields of other crops are presented in table
    2.

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Case Study GHORS, JORDAN
  • Water productivity, defined in technical terms as
    kg of output per m3 of water, is the highest for
    tomatoes and lettuce (8.48 kg/ m3 and 7.22 kg/
    m3, respectively).
  • If the amount of rainfall is excluded, the crop
    water productivity will change considerably.
  • The results indicate that water yields more
    output in the production of tomatoes, potatoes,
    lettuce and beans.

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Case Study GHORS, JORDAN
  • To better represent farm economic conditions,
    output prices need to be taken into account as
    well. Thus, water productivity will be redefined
    in monetary terms as Jordanian Dinars (JD) of
    output per m3 of water (table 3).

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Table 3 Water Productivity (JD/M3)
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Case Study GHORS, JORDAN
  • Under this definition, the water productivity is
    the highest for lettuce (1.877 JD/ m3), followed
    by beans (1.806 JD/ m3), then broad beans (1.01
    JD/ m3).
  • These results show that changing the definition
    of water productivity from technical to monetary
    terms has important implications on the ranking
    of crops with respect to water productivity.
  • Although tomatoes come in the first order under
    the concept of technical efficiency, they come in
    the fourth place when monetary concept is used.

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Case Study GHORS, JORDAN
  • Results of the survey clearly demonstrate that
    water allocation among competing crops is mainly
    determined by the area planted in each crop.
  • Economic conditions, according to sample farms,
    do not affect water allocation and application
    among crops. Further, the amount of water applied
    to each crop is mainly determined by general
    rules and farmers experience.

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Case Study GHORS, JORDAN
  • Under these circumstances the main problem facing
    farmers in the Ghors area is allocation of water
    resource among competing crops, and this can be
    easily done by using the behavioural model.
  • Survey data indicate that the amount of
    irrigation water applied for squash, broad beans
    and cabbage is fixed for all farmers producing
    these crops.

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Case Study GHORS, JORDAN
  • Results of farm survey reveal that farmers behave
    as if their production functions follow constant
    returns to scale. Therefore, farmers adapt
    recommended input- output ratios (norms)
    developed by extension system.
  • Table 4 presents estimated and actual water use,
    as an average of sample farms, derived from the
    behavioural model.

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Table 4 Estimated and Actual Water Use in GHORS
Area / JORDAN
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Case Study GHORS, JORDAN
  • In fact potatoes, peppers, lettuce and onions
    require more water than actual water applied to
    produce the achieved yield levels by sample
    farms.
  • Above-average yields and a very efficient use of
    irrigation can explain these estimates of very
    high ratios of WUE for all crops.

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Case Study GHORS, JORDAN
  • If the amount of rainfall is taken into
    consideration in the calculation of WUE, the
    efficiency of irrigation water will drop sharply,
    implying that producers over-irrigate their
    crops.
  • The percentage of over-irrigation ranged from a
    minimum of 23 per cent in the production of
    citrus crops to a maximum of 70 per cent in the
    production of wheat.

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Case Study GHORS, JORDAN
  • If Citrus and eggplant productions are relatively
    more efficient with a WUE of 0.77 per cent and
    0.66 per cent, respectively.
  • Farmers of potatoes, cauliflower, melons, wheat,
    lettuce, beans and onions are less efficient as
    they exceed water requirements by more than 50
    per cent.
  • Producers of tomatoes, peppers and cucumbers
    achieved medium level of water use efficiency as
    they exceed water requirements by less than 50
    per cent.

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Case Study GHORS, JORDAN
  • The low ratios of water use efficiency in
    potatoes, cauliflower, melons, wheat, lettuce,
    beans and onion production suggest that a wide
    technology gap exists between the recommended
    irrigation in the study area.
  • This result has important policy implications,
    since Jordan is classified as a water-scarce
    country. Therefore, improving water use
    efficiency for these crops can contribute to the
    overall water use efficiency for the agricultural
    sector.

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Case Study GHORS, JORDAN
  • Rainfall in Jordan is often not distributed
    adequately and timely in line with plant needs.
  • Large gaps between rainfall periods negatively
    affect the plant. Therefore farmers should always
    irrigate when necessary in line with the plant
    requirements due to the irregularities of
    rainfall.
  • WUE estimations then can be misleading when
    rainfall is considered.

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