Jessour is the plural of a Jessr which is the hydraulic unit comprising a dyke, spillway, terrace (cropping area: fruit trees and annuals), and impluvium (runoff catchment area) (van Delden H.)

Jessour (Tunisia)

Jesser, Katra, Tabias (Arabic)

Description

Jessour is an ancient runoff water harvesting technique widely practiced in the arid highlands

Jessour technology is generally practised in mountain dry regions (less than 200 mm annually) with medium to high slopes. This technology was behind the installation of very old olive orchards based on rainfed agriculture in rugged landscapes which allowed the local population not only to ensure self-sufficiency but also to provide neighbouring areas many agricultural produces (olive oil, dried figs, palm dates, etc.).

Jessour is the plural of jessr, which is a hydraulic unit made of three components: the impluvium, the terrace and the dyke. The impluvium or the catchment is the area which collects and conveys runoff water. It is bordered by a natural water divide line (a line that demarcates the boundary of a natural area or catchment, so that all the rain that falls on this area is concentrated and drained towards the same outlet). Each unit has its own impluvium, but can also receive excess water from upstream units. The terrace or cropping zone is the area in which farming is practised. It is formed progressively by the deposition of sediment. An artificial soil will then be created, which can be up to 5 m deep close to the dyke. Generally, fruit trees (e.g. olive, fig, almond, and date palm), legumes (e.g. pea, chickpeas, lentil, and faba bean) and barley and wheat are cultivated on these terraces.

Purpose of the Technology: Although the jessour technique was developed for the production of various agricultural crops, it now also plays three additional roles: (1) aquifer recharge, via runoff water infiltration into the terraces, (2) flood control and therefore the protection of infrastructure and towns built downstream, and (3) wind erosion control, by preventing sediment from reaching the downstream plains, where windspeeds can be particularly high.

Establishment / maintenance activities and inputs: In the Jessour, a dyke (tabia, sed, katra) acts as a barrier used to hold back sediment and runoff water. Such dykes are made of earth, and are equipped with a central and/or lateral spillway (masref and/or manfes) and one or two abutments (ktef), assuring the evacuation of excess water. They are trapezoidal and measure 15-50 m in length, 1-4 m in width and 2-5 m in height. In old units, the dyke is stabilised with a covering of dry stones to overcome the erosive effects of water wave action on the front and back of the dyke. The spillway is made of stones arranged in the form of stairs, in order to dissipate the kinetic energy of the overflow.
This technology is currently encountered in the mountain ranges of Matmata of South Eastern Tunisia where the local agricultural activities are based mainly on rainfed agriculture and livestock breeding. However, high rates of migration to cities may threaten the long-term maintenance of those structures.

Location

Location: Beni Khedache, Medenine, Tunisia

No. of Technology sites analysed:

Geo-reference of selected sites
  • 10.114, 33.237

Spread of the Technology: evenly spread over an area (approx. 100-1,000 km2)

In a permanently protected area?:

Date of implementation: more than 50 years ago (traditional)

Type of introduction
Jessour is the plura of a Jessr which the hydraulic unit made of of the dyke, the spillway, the terrace (cropping area: fruit trees and annuals), and the impluvium (runoff catchment area). (Ben Zaied M. (Medenine- TUNISIA))
Jessour is an ancient runoff water harvesting technique widely practiced in the arid highlands of southern Tunisia. (Ouessar M. (Medenine, TUNISIA))

Classification of the Technology

Main purpose
  • improve production
  • reduce, prevent, restore land degradation
  • conserve ecosystem
  • protect a watershed/ downstream areas – in combination with other Technologies
  • preserve/ improve biodiversity
  • reduce risk of disasters
  • adapt to climate change/ extremes and its impacts
  • mitigate climate change and its impacts
  • create beneficial economic impact
  • create beneficial social impact
Land use

  • Cropland
    • Annual cropping: cereals - other, cereals - wheat (spring), cereals - barley, vegetables - other, legumes and pulses - peas
    • Tree and shrub cropping: dates, figs, tree nuts (brazil nuts, pistachio, walnuts, almonds, etc.), olive
    Number of growing seasons per year: 1

Water supply
  • rainfed
  • mixed rainfed-irrigated
  • full irrigation

Purpose related to land degradation
  • prevent land degradation
  • reduce land degradation
  • restore/ rehabilitate severely degraded land
  • adapt to land degradation
  • not applicable
Degradation addressed
  • soil erosion by water - Wt: loss of topsoil/ surface erosion, Wg: gully erosion/ gullying
SLM group
  • windbreak/ shelterbelt
  • water harvesting
  • irrigation management (incl. water supply, drainage)
SLM measures
  • structural measures - S2: Bunds, banks

Technical drawing

Technical specifications
Left: Cross-section of dyke (locally called tabia) and terrace (cropping area).
The Jessour ensure the collection of both runoff water and sediments allowing creating very deep ‘artificial’ soils (terrace) which form a very good reservoir for water and nutrients to be used by fruit trees and annual crops.
Right: The spillway allows the overflow to the other Jessour downstream. It also represents the symbol of water sharing equity between different farmers in the same watershed. (Drawing adapted from El Amami (1984))

Location: Mountainous zone near Beni Khedache. Medenine

Date: 1984

Technical knowledge required for field staff / advisors: moderate

Technical knowledge required for land users: moderate

Main technical functions: increase of infiltration, sediment retention / trapping, sediment harvesting, harvesting of runoff water / water trapping

Secondary technical functions: control of concentrated runoff: retain / trap, improvement of ground cover, increase / maintain water stored in soil, increase of groundwater level / recharge of groundwater, increase of biomass (quantity)

Spillway
Height of bunds/banks/others (m): 2-5
Width of bunds/banks/others (m): 0.4-0.6
Length of bunds/banks/others (m): 2-6

Dam/ pan/ pond
Vertical interval between structures (m): 2-3
Spacing between structures (m): 30-70
Height of bunds/banks/others (m): 2-6
Width of bunds/banks/others (m): 1-5
Length of bunds/banks/others (m): 10-40

Construction material (earth): Main dyke

Construction material (stone): Spillway and in some cases the dyke (external coating)

Construction material (concrete): Occasionally for consolidation of the spillway.

Lateral gradient along the structure: <1%

Specification of dams/ pans/ ponds: Capacity 300-1000m3

Catchment area: 1-10ham2

Beneficial area: 0.01-1ham2

For water harvesting: the ratio between the area where the harvested water is applied and the total area from which water is collected is: 1:5
Author: Ouessar M., IRA, Medenine, Tunisia

Establishment and maintenance: activities, inputs and costs

Calculation of inputs and costs
  • Costs are calculated:
  • Currency used for cost calculation: TD
  • Exchange rate (to USD): 1 USD = 1.3 TD
  • Average wage cost of hired labour per day: 10.00
Most important factors affecting the costs
Found in inaccessible and even remote areas, labour is the most determining factors affecting the costs of this system.
Establishment activities
  1. Dyke construction (Timing/ frequency: None)
  2. Plantations (Timing/ frequency: None)
  3. Spillway construction (Timing/ frequency: None)
Establishment inputs and costs
Specify input Unit Quantity Costs per Unit (TD) Total costs per input (TD) % of costs borne by land users
Labour
Labour ha 1.0 1200.0 1200.0 100.0
Plant material
ha 1.0 800.0 800.0 100.0
Construction material
ha 1.0 1000.0 1000.0 100.0
Total costs for establishment of the Technology 3'000.0
Total costs for establishment of the Technology in USD 2'307.69
Maintenance activities
  1. Crop and trees maintenance (Timing/ frequency: Annually)
  2. Dyke and spillway maintenance (Timing/ frequency: None)
  3. Repairs (Timing/ frequency: None)
  4. Tillage (against soil sealing) (Timing/ frequency: None)
  5. Tillage (against soil sealing) (Timing/ frequency: Annually and after rainy events)
Maintenance inputs and costs
Specify input Unit Quantity Costs per Unit (TD) Total costs per input (TD) % of costs borne by land users
Labour
Labour ha 1.0 400.0 400.0 100.0
Plant material
ha 1.0 200.0 200.0 100.0
Construction material
ha 1.0 300.0 300.0 100.0
Total costs for maintenance of the Technology 900.0
Total costs for maintenance of the Technology in USD 692.31

Natural environment

Average annual rainfall
  • < 250 mm
  • 251-500 mm
  • 501-750 mm
  • 751-1,000 mm
  • 1,001-1,500 mm
  • 1,501-2,000 mm
  • 2,001-3,000 mm
  • 3,001-4,000 mm
  • > 4,000 mm
Agro-climatic zone
  • humid
  • sub-humid
  • semi-arid
  • arid
Specifications on climate
Thermal climate class: subtropics
Slope
  • flat (0-2%)
  • gentle (3-5%)
  • moderate (6-10%)
  • rolling (11-15%)
  • hilly (16-30%)
  • steep (31-60%)
  • very steep (>60%)
Landforms
  • plateau/plains
  • ridges
  • mountain slopes
  • hill slopes
  • footslopes
  • valley floors
Altitude
  • 0-100 m a.s.l.
  • 101-500 m a.s.l.
  • 501-1,000 m a.s.l.
  • 1,001-1,500 m a.s.l.
  • 1,501-2,000 m a.s.l.
  • 2,001-2,500 m a.s.l.
  • 2,501-3,000 m a.s.l.
  • 3,001-4,000 m a.s.l.
  • > 4,000 m a.s.l.
Technology is applied in
  • convex situations
  • concave situations
  • not relevant
Soil depth
  • very shallow (0-20 cm)
  • shallow (21-50 cm)
  • moderately deep (51-80 cm)
  • deep (81-120 cm)
  • very deep (> 120 cm)
Soil texture (topsoil)
  • coarse/ light (sandy)
  • medium (loamy, silty)
  • fine/ heavy (clay)
Soil texture (> 20 cm below surface)
  • coarse/ light (sandy)
  • medium (loamy, silty)
  • fine/ heavy (clay)
Topsoil organic matter content
  • high (>3%)
  • medium (1-3%)
  • low (<1%)
Groundwater table
  • on surface
  • < 5 m
  • 5-50 m
  • > 50 m
Availability of surface water
  • excess
  • good
  • medium
  • poor/ none
Water quality (untreated)
  • good drinking water
  • poor drinking water (treatment required)
  • for agricultural use only (irrigation)
  • unusable
Water quality refers to:
Is salinity a problem?
  • Yes
  • No

Occurrence of flooding
  • Yes
  • No
Species diversity
  • high
  • medium
  • low
Habitat diversity
  • high
  • medium
  • low

Characteristics of land users applying the Technology

Market orientation
  • subsistence (self-supply)
  • mixed (subsistence/ commercial)
  • commercial/ market
Off-farm income
  • less than 10% of all income
  • 10-50% of all income
  • > 50% of all income
Relative level of wealth
  • very poor
  • poor
  • average
  • rich
  • very rich
Level of mechanization
  • manual work
  • animal traction
  • mechanized/ motorized
Sedentary or nomadic
  • Sedentary
  • Semi-nomadic
  • Nomadic
Individuals or groups
  • individual/ household
  • groups/ community
  • cooperative
  • employee (company, government)
Gender
  • women
  • men
Age
  • children
  • youth
  • middle-aged
  • elderly
Area used per household
  • < 0.5 ha
  • 0.5-1 ha
  • 1-2 ha
  • 2-5 ha
  • 5-15 ha
  • 15-50 ha
  • 50-100 ha
  • 100-500 ha
  • 500-1,000 ha
  • 1,000-10,000 ha
  • > 10,000 ha
Scale
  • small-scale
  • medium-scale
  • large-scale
Land ownership
  • state
  • company
  • communal/ village
  • group
  • individual, not titled
  • individual, titled
Land use rights
  • open access (unorganized)
  • communal (organized)
  • leased
  • individual
Water use rights
  • open access (unorganized)
  • communal (organized)
  • leased
  • individual
Access to services and infrastructure
health

poor
good
education

poor
good
technical assistance

poor
good
employment (e.g. off-farm)

poor
good
markets

poor
good
energy

poor
good
roads and transport

poor
good
drinking water and sanitation

poor
good
financial services

poor
good

Impacts

Socio-economic impacts
Crop production
decreased
increased

risk of production failure
increased
decreased

product diversity
decreased
increased

production area (new land under cultivation/ use)
decreased
increased


Reduced grazing lands

farm income
decreased
increased

diversity of income sources
decreased
increased

Socio-cultural impacts
food security/ self-sufficiency
reduced
improved

SLM/ land degradation knowledge
reduced
improved

conflict mitigation
worsened
improved

situation of socially and economically disadvantaged groups (gender, age, status, ehtnicity etc.)
worsened
improved

Ecological impacts
harvesting/ collection of water (runoff, dew, snow, etc)
reduced
improved

surface runoff
increased
decreased

groundwater table/ aquifer
lowered
recharge

soil loss
increased
decreased

Off-site impacts
water availability (groundwater, springs)
decreased
increased

reliable and stable stream flows in dry season (incl. low flows)
reduced
increased

downstream flooding (undesired)
increased
reduced

downstream siltation
increased
decreased

damage on public/ private infrastructure
increased
reduced

Runoff
decreased
increased


Reduced available runoff for downstream users

Cost-benefit analysis

Benefits compared with establishment costs
Short-term returns
very negative
very positive

Long-term returns
very negative
very positive

Benefits compared with maintenance costs
Short-term returns
very negative
very positive

Long-term returns
very negative
very positive

Climate change

Gradual climate change
annual temperature increase

not well at all
very well
Climate-related extremes (disasters)
local rainstorm

not well at all
very well
local windstorm

not well at all
very well
drought

not well at all
very well
general (river) flood

not well at all
very well
Other climate-related consequences
reduced growing period

not well at all
very well

Adoption and adaptation

Percentage of land users in the area who have adopted the Technology
  • single cases/ experimental
  • 1-10%
  • 11-50%
  • > 50%
Of all those who have adopted the Technology, how many have done so without receiving material incentives?
  • 0-10%
  • 11-50%
  • 51-90%
  • 91-100%
Has the Technology been modified recently to adapt to changing conditions?
  • Yes
  • No
To which changing conditions?
  • climatic change/ extremes
  • changing markets
  • labour availability (e.g. due to migration)

Conclusions and lessons learnt

Strengths: land user's view
  • Well known technique by the local population

    How can they be sustained / enhanced? training of new generations
Strengths: compiler’s or other key resource person’s view
  • This technique allowed a expansion of cropping lands in the mountain area

    How can they be sustained / enhanced? encourage maintenance of existing structure
  • Allows crop production in very dry environments (with less than 200 mm of rainfall)

    How can they be sustained / enhanced? encourage maintenance of existing structure
  • Collects and accumulates water, soil and nutrients behind the tabia and makes it available to crops

    How can they be sustained / enhanced? encourage maintenance of existing structure
  • Reduced damage by flooding

    How can they be sustained / enhanced? encourage maintenance of existing structure
  • Well adapted technology for the ecological environment

    How can they be sustained / enhanced? ensure maintenance works
Weaknesses/ disadvantages/ risks: land user's viewhow to overcome
  • Productivity of the land is very low Development of alternative income generation activities.
  • Land ownership fragmentation New land access
Weaknesses/ disadvantages/ risks: compiler’s or other key resource person’s viewhow to overcome
  • Risks related to the climatic changes It needs to be combined with supplemental irrigation
  • Risk of local know how disappearence Trainig of new generations
  • Land ownership fragmentation Agrarian reform

References

Compiler
  • Mongi Ben Zaied
Editors
Reviewer
  • Deborah Niggli
  • Alexandra Gavilano
Date of documentation: March 3, 2011
Last update: Aug. 21, 2019
Resource persons
Full description in the WOCAT database
Linked SLM data
Documentation was faciliated by
Institution Project
Key references
  • El Amami, S. 1984. Les aménagements hydrauliques traditionnels en Tunisie. Centre de Recherche en Génie Rural (CRGR), Tunis, Tunisia. 69 pp.: ENGREF - Tunis
  • Ennabli, N. 1993. Les aménagements hydrauliques et hydro-agricoles en Tunisie. Imprimerie Officielle de la République Tunisienne, Tunis, 255 pp.: INAT - Tunis
  • Ben Mechlia, N., Ouessar, M. 2004. Water harvesting systems in Tunisia. In: Oweis, T., Hachum, A., Bruggeman, A. (eds). Indigenous water harvesting in West Asia and North Africa, , ICARDA, Aleppo, Syria, pp: 21-41.: ICARDA
  • Genin, D., Guillaume, H., Ouessar, M., Ouled Belgacem, A., Romagny, B., Sghaier, M., Taamallah, H. (eds) 2006. Entre la désertification et le développement : la Jeffara tunisienne. CERES, Tunis, 351 pp.: IRA; IRD
  • Ouessar M. 2007. Hydrological impacts of rainwater harvesting in wadi Oum Zessar watershed (Southern Tunisia). Ph.D. thesis, Faculty of Bioscience Engineering, Ghent University, Ghent, Belgium, 154 pp.: IRA
  • Sghaier, M., Mahdhi, N., De Graaff, J., Ouessar, M. 2002. Economic assessment of soil and water conservation works: case of the wadi Oum Zessar watershed in south-eastern Tunisia.TRMP paper n° 40, Wageningen University, The Netherlands, pp: 101-113.: IRA
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