6.1 Canals

22501 Water Resource Engineering |   6.1. Canals - Classification according to alignment and position in the canal network, Cross section of canal in embankment and cutting, partial embankment and cutting, balancing depth. Design of most economical canal section.  | MSBTE Diploma Engineering Civil Engineering Notes PDF

Canals:
    Canals are artificial waterways constructed for various purposes including irrigation, navigation, water supply, or drainage.


Classification According to Alignment and Position in the Canal Network:

  1. On the basis of alignment, canals can be divided into:
    • Watershed or Ridge Canals: These are aligned along the watershed line between two drainage areas. The main advantage is the minimum area is submerged but the cost of construction is generally high due to the need for many cross-drainage works.
    • Side-Slope Canals: These canals are aligned along the side slope of a valley. They need less earthwork but the area of submergence is generally more than ridge canals.
    • Contour Canals: These are aligned nearly along a contour line. They are used where it is necessary to command a higher-level tract of land.
  2. On the basis of the position in the canal network, canals can be divided into:
    • Main Canal: This is the primary canal that originates from the river and carries water to the major part of the irrigated area.
    • Branch Canals: These canals branch off from the main canal to serve different areas.
    • Distributaries or Field Channels: These are smaller canals that originate from the main or branch canals and distribute water directly to the fields.


Cross Section of Canal in Embankment and Cutting:

  • A canal in embankment (above ground level) usually has a trapezoidal cross-section, with the wider part at the top. This helps provide stability and prevent the canal from collapsing due to the pressure of the water.
  • A canal in cutting (below ground level) may also have a trapezoidal cross-section, but it can be narrower than a canal in embankment because the surrounding ground provides additional support.
  • Partial embankment and cutting refers to a canal that is partly above and partly below the natural ground level. The cross-section in this case would depend on the specific circumstances, but it could have features of both embankment and cutting sections.


Balancing Depth:
        Balancing depth refers to the depth of water in the canal that gives the most economical flow - that is, the flow with the least energy loss due to friction. It is typically calculated as part of the design process based on factors such as the flow rate, the slope of the canal, and the characteristics of the canal material.


Design of Most Economical Canal Section:
        Designing the most economical canal section involves finding the dimensions that will provide the required flow capacity at the minimum cost. This usually means minimizing the amount of excavation or embankment required, while still ensuring the stability of the canal and the efficient conveyance of water. The specific design will depend on many factors, including the flow rate, the slope of the ground, the characteristics of the soil, and the cost of construction.

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