Method of Irrigation and Planning & Management of Irrigation System: Hydraulics of irrigation distribution

1.1 Different method of irrigation:

1. Free flooding:

Figure: Free flooding
  • Ditches are excavated on field and water is allowed to flow across the field with no control mechanics.
  • Suitable for irregular land.
  • Inefficient method of irrigation.

 2. Border flooding:

Figure: Border flooding
  • Land is divided into a number of strips with the help of low levees.
  • Each strip has 10 to 20 meter width and 100 to 400 meter length.
  • Supply of water is stopped once it reduce lower end.
  • Suitable for close crops.

3. Check flooding:

Figure: Check flooding
  • Similar to ordinary flooding except water is controlled with help of low and flat levees.
  • Reduce percolation loss.

4. Basin Flooding:

Figure: Basin flooding
  • Special type of check flooding which is adopted specially for orchard tree.
  • One or more tree are placed in basin and surface is flooded.

5. Furrow irrigation:

Figure: Furrow irrigation
  • Narrow ditches excavated between rows of plants and carry water through them.
  • Spacing of furrow depends upon spacing of plants.

6. Sprinkler irrigation:

Figure: Sprinkler irrigation
  • Water is applied to soil in the form of spray through network of pipes and pumps.
  • Suitable:
    • Topography is irregular.
    • Land gradient is steeper.
    • Crop water requirement is low.
    • Classified as:
    • Permanent system
    • Semi- permanent system
    • Portable system
  • Advantage:
    • Seepage losses is completely eliminated.
    • Land levelling is not required.
    • No extra land required for ditches.
    • High efficiency.
  • Disadvantage:
    • Affected by high wind.
    • Not suitable for crops with high water requirement.
    • Not suitable for high temperature area.

1.2 Hydraulics of irrigation distribution:

1. Advance phase:

  • Time interval between the start of irrigation and arrival of the advancing (wetting) front at the lower end of the field.

2. Ponding phase:

  • Irrigation time extending between the end of advance and inflow cut-off.

3. Depletion phase:

  • Time interval between supply cutoff and the time that water dries up at the inlet boundary.

4. Recession phase:

  • Time required for the water to recede from all points in the channel starting from the end of the depletion phase.

1.3 Efficiency irrigation method:

1. Efficiency of water conveyance:

  • Ratio of water delivered into the field from the outlet point to the water entering into the channel at its starting point.

2. Efficiency of water application:

  • Ratio of quantity of water stored into the roof zone of the crops to the quantity of water actually delivered into the field.

3. Efficiency of water storage:

  • Ratio of quantity of water stored into the root zone during irrigation to the water needed in the root zone.

4. Efficiency of water use:

  • Ratio of water beneficially used including leaching water to the quantity of water delivered.

5. Uniformity coefficient or water distribution efficiency:

  • Represents the extent to which water has penetrated to a uniform depth throughout the field.

η = (1 – d/D)

where,

d = Average absolute value

D = Mean depth

1.4 Operation and management needs of surface and ground water irrigation schemes:

Operation of irrigation system:

  • Operation of irrigation system is a package of organisational, economical and technical arrangement that ensure planned distribution and full use of water resource for heavy yield of agricultural crops of good quality under irrigation conditions.
  • Operation measure includes:
    • Implementation of schedule water use practice to provide the irrigation regime required under specific meteorological condition on certain land areas under efficient water use.
    • Keeping irrigation, drain and other canal in working state by proper supervision and maintenance.
    • Prevention of excess water.
    • Control water loss of canal.
    • Organization of irrigation water accounting.

1.5 Canal operation plan:

  • Method of organizing water delivery in a planned way by releasing, conveying and dividing water in canal system.
  • It includes:
    • Starting and closure of season.
    • Starting storage.
    • Irrigation release schedule.
    • Responding to specific situation.

Data required for operation plan:

1. Water resource:

  • Availability
  • Storage status
  • Inflow

2. Water demand:

  • Cropping plan
  • Rainfall

3. Canal status:

  • Discharge
  • Water level
  • Losses

4. Irrigation schedule:

  • Timing
  • Duration

1.6 Participatory management:

  • Participatory management is the participation of irrigation users in the management of irrigation system.
  • Recognised all over world as tool of improving irrigation management along with sustainability of the system.

Objective participatory management:

  • To promote and secure distribution of water among user and economic utilisation of water in agriculture.
  • To protect environment and to ensure ecological balance inculcating sense of ownership of irrigation system.
  • Users are directly involve in design process which will ensure better understanding of design and management of system.
  • Farmers will have better idea of accounting, budgeting, planning and organizing techniques.
  • Farmers can manage and operate the system more cheaply than government agencies.
References:
  • WECS (1998), Design Guidelines for Surface Irrigation in Terai and Hills of Nepal, (Vol. I and II)
  • Michael, A.M.(2011). Irrigation theory and practice
  • FAO(1977). Guidelines for Predicting Crop Water Requirements. FAO Irrigation and Drainage Paper No. 24.

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