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Irrigation in Iran

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Not to be confused withWater supply and sanitation in Iran.
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Irrigation inIran covers 89,930 km2 making it the fifth ranked country in terms of irrigated area.[1]

Tidal irrigation at Abadan island, Iran

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Fig. 1 Sketch of the Abadan island showing rivers and date palm plantations

TheAbadan Island (Fig. 1) inKhūzestān Province is situated between the Arvand andBahmanshir rivers. TheArvand river (in Arabic:Shatt al-Arab) forms the boundary betweenIran andIraq and collects the waters from theEuphrates andTigris rivers. On the islandorchards ofdate palm are found ontidal irrigation in thedesert climate, although many date palms were destroyed during theIran–Iraq War.

Palm tree belt

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The palm tree belt stretches along the Arvand River from Abadan south-east over a distance of about 40 km and is bounded in the interior by a road.

Tidal canals

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A sketch of the system of tidal canals[2] is shown in figure 2. They are 2 to 6 km long depending on the topography and spaced at 50 to 60 m.

The tidal canals cut through and serve thelevee soils along the river (Fig. 3) and they stop where thebasin soils of thebackswamps begin.

Field channels originate from the lateral ditches at a spacing of 10 to 12 m and the date palms are planted along these (Fig. 4).

Soil properties

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The typical properties of thelevee soils are shown in figure 5.

Simulation tidal propagation

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Thetidal movements are 2 m on average. A simulation of tidal fluctuations in the ditches is shown in figure 6 for an average and a high river discharge at various distances from the sea. The simulations were made with the Duflow[3] model.

Gallery

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  • Gallery of figures referred to in the text
  • Fig. 2. A tidal canal stretches from the river inland and distributes the water over the lateral ditches
    Fig. 2. A tidal canal stretches from the river inland and distributes the water over the lateral ditches
  • Fig. 3. Longitudinal section of a tidal canal and cross-section through the river levee
    Fig. 3. Longitudinal section of a tidal canal and cross-section through the river levee
  • Fig. 4. The field channels run between the lateral ditches
    Fig. 4. The field channels run between the lateral ditches
  • Fig. 5. An impression of soil properties
    Fig. 5. An impression of soil properties
  • Fig. 6. Simulated tidal movements in canals at different river discharges and at various distances from the sea, assuming a normal tidal range
    Fig. 6. Simulated tidal movements in canals at different river discharges and at various distances from the sea, assuming a normal tidal range

Irrigation of the Garmsar alluvial fan

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Reference:Irrigation, groundwater, drainage and soil salinity control in the alluvial fan of Garmsar[4]

Theirrigation system for thealluvial fan ofGarmsar is quite well developed (Fig. G1, below), to the extent that lined canals have been made and a belt-canal crosses the fan through its middle.

The fairly largealluvial fan ofGarmsar is fed by theHableh Rud (river) with an important catchment area in the highAlburz mountain range. The river carries a large amount of water during the rainy season, otherwise the discharge is low.

An estimated average annual water balance is shown in Fig. G2 (below). It is seen that the storage of irrigation losses in theaquifer plays an important role. In thedry season thegroundwater is used for irrigation by pumping from deep wells. A cross-section of the groundwater situation is shown in Fig. G3 (below).

Thewater rights are expressed insang, a measure of continuous flow of about 10 L/s, but in practice it varies from 10 to more than 15 L/s. The water is delivered to about 100 tertiary units (often a village), within which the water is distributed by 12-day rotations amongst the farmers who each are entitled to receive the authorizedsangs for a fixed number of hours during each rotation period. The village communities are, at the same time,water-user associations who take care of thewater-distribution within the tertiary unit and they maintain the tertiary canals.

Cumulative frequency distribution of the annual average river discharge, showing a large variation. The figure was made with the CumFreq program[5]

At present, the distribution of surface irrigation water to the villages is determined by the Garmsar Water Authority on the basis of the water rights and verbal agreements and communications with the water users in the absence of a written manual. The fair distribution of the irrigation water is not an easy job as the average annual river discharge is quite variable in the range of 5 to 20 m3/s (see graph at the right).

The deep tube-wells are privately owned. The drilling of wells is subject tolicense. Recently, the licensing has stopped for fear ofover-exploitation of the aquifer. It appears that no operational rules are applied to the wells. In the fringe lands, the water table is shallow.

To stabilize the agriculture in the fringe lands, which are threatened bysoil salinization, a method of strip-cropping (Fig. G4) can be recommended forsoil salinity control.

  • Illustrations of the Garmsar alluvial fan
  • Fig. G1. Map of the Garmsar area showing irrigation systems
    Fig. G1. Map of the Garmsar area showing irrigation systems
  • Fig. G2. Irrigation and groundwater balances, estimated annual average in MCM
    Fig. G2. Irrigation and groundwater balances, estimated annual average in MCM
  • Fig. G3. Cross-section through the aquifer showing the geohydrologic conditions
    Fig. G3. Cross-section through the aquifer showing the geohydrologic conditions
  • Fig. G4. Principle of strip-cropping and sacrifice of the permanently unirrigated strips to where the soil salinization is directed.
    Fig. G4. Principle of strip-cropping and sacrifice of the permanently unirrigated strips to where the soil salinization is directed.

Transfer from Persian Gulf

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As of 2021,Pipeline transport lines links (usingdesalination techniques)Persian Gulf toYazd in central Iran. Other similar projects have been launched linking Isfahan, Mashhad or Zahedan to littoral water sources.[6]

Project to transfer Caspian Sea water to central regions

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See also:Environmental issues in Iran

According to the plan, water will be transferred fromSari to the city ofSemnan within 24 months (starting April 2012). The plan aims to providecentral provinces with water for industrial and agricultural purposes at a cost of $1.5 billion. Once the plan comes on stream, some 500 million cubic meters of water will be transferred per annum.[7] Afterdesalination at the point of origin in theCaspian Sea, it will be transported through a 500-kilometer-long (300 mi) pipeline to the centralKavir desert, bringing about 200 million cubic meters (7,062 cubic feet) of water per year.[8]

Nearly 14 percent Iran's territory is desert and suffers from prolonged droughts.[8]

The Caspian Sea is shared by Iran, Russia, Kazakhstan, Azerbaijan and Turkmenistan. Its salinity is about a third of that of sea water.[8]

See also

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References

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  1. ^"CIA World Fact Book". Archived fromthe original on 2009-05-13. Retrieved2010-01-03.
  2. ^Consultancy report on the Abadan project. Abvarzan Co., Tehran, Iran, 12 September 2004. Download from web page :[1], under nr. 1, or directly as PDF :[2]
  3. ^Duflow modelhttp://www.mx-groep.nl/duflow/model[permanent dead link]
  4. ^ILRI, 2000.Irrigation, groundwater, drainage and soil salinity control in the alluvial fan of Garmsar. Consultancy assignment to the Food and Agriculture Organization (FAO) of the United Nations, International Institute for Land Reclamation and Improvement (ILRI), Wageningen, The Netherlands. Public Domain. On line:[3]
  5. ^waterlog.info/cumfreq.htm, freeware
  6. ^Orkhan Jalilov (2021-03-16)."Iran Launches Second Phase of Water Transfer Project". Caspian News. Retrieved2022-08-20.
  7. ^"Iran to launch project to transfer Caspian Sea water to central regions - Tehran Times". Archived fromthe original on 2012-04-19. Retrieved2012-04-18.
  8. ^abc"Iran launches $1.5B water project from Caspian Sea".Yahoo News. April 16, 2012.
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