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Reduction in seepage losses and consequently more area can be irrigated immediately. |
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Improvement in hydraulic efficiency of the canal system and hence smaller channel section needed. |
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Saving in land due to smaller channel section. |
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Saving in cost of excavation and canal structures such as bridges, cross-regulators, falls etc. due to smaller channel sections. |
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More power generation from hydropower plants due to reduction in water losses. |
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Protection to channel sides and bed against erosion. |
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Reduced possibility of breaches, especially in banking reaches. |
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Increased efficiency of water use since with higher velocities of flow, the canal networks can complete rotation of water in lesser time, thus saving on further seepage losses. |
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Improvement in structural safety of the channel system. |
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Improvement in operational efficiency. |
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Prevention of weed growth. |
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Reduction of maintenance costs. |
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Lining over CNS material maintains channel sections in shape in black cotton soils. |
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Reduction of drainage requirements. |
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Reduction of water logging and rise of ground water table. |