Detection of Waterlogging:
From the subject matter discussed above it is clear that the waterlogging is indicated when the ground water reservoir goes on building up continuously. When the storage starts building up in the initial stages the crop growth is actually increased because more water is made available for the crop growth. But after some time the waters table rises very high and the land gets waterlogged. Finally the land is rendered unproductive and infertile.
The problem of waterlogging develops in its full form slowly. Therefore its early detection is possible by keeping a close watch over the yields and also on the variations in the groundwater level. A comparative reduction in crop yields in spite of irrigation and fertilisation and early maturity of crops indicate the symptoms of waterlogging. Also when harmful salts start appearing on the fields as white incrustation or deposit it indicates that waterlogging is likely to follow. In worst cases the water-table rises so high and close to the ground surface that the fields turn into swamps and marshes.
The best way of keeping watch over the problem of waterlogging is by observing variations in the groundwater level. It can be done by measuring the depth of water levels at regular interval in the wells dug in the area. Continuous high water levels indicate that the groundwater storage is building up which may create waterlogging in the area.
Solution to the Problem of Waterlogging:
The problem of waterlogging may be attacked on two fronts. First is preventive measures, which keep the land free from waterlogging. Secondly curative measures may be adopted to reclaim the waterlogged area. But in principle both measures aim at reducing the inflow and augmenting the outflow from the underground reservoir.
Preventive Measures:
Preventive measures include the following:
(a) Controlling the loss of water due to seepage from the canals:
The seepage loss may be reduced by adopting various measures for example
i. By lowering the FSL of the canal:
Loss may be due to percolation or absorption but when FSL is lowered the loss is reduced to sufficient extent. It is course essential to see that while lowering the FSL command is not sacrificed.
ii. By lining the canal section:
When the canal section is made fairly watertight by providing lining the seepage loss is reduced to quite a good extent.
iii. By introducing intercepting drains:
They are generally constructed parallel to the canal. They give exceptionally good results for the reach where the canal runs in high embankments.
(b) Preventing the loss of water due to percolation from field channels and fields:
The percolation loss can be removed by using water more economically. It may also be affected by keeping intensity of irrigation low. Then only small portion of the irrigable tract is flooded and consequently the percolation loss takes place only on the limited area. It keeps the water-table sufficiently low.
(c) Augmentation of outflow and prevention of inflow:
It may be accomplished by introducing artificial open and underground drainage grid. It may also be achieved by improving the flow conditions of existing natural drainages.
(d) Quick disposal of rainwater:
Quick removal of rainwater by surface or open drains is a very effective method of preventing the rise in water table and consequent waterlogging of the tract. It is needless to state that the rainwater removed is net reduction in inflow.
Curative Measures:
(a) Installation of lift irrigation systems:
When a lift irrigation project in the form of a tube well irrigation system is introduced in the waterlogged area the water table gets lowered sufficiently. It is found to be very successful method of reclaiming waterlogged land. Thus a combination of a canal system and a supplementary tube well irrigation system may be considered to be most successful and efficient irrigation scheme.
Of course it is true that it will create some complications while assessing the charges for irrigation water. (The canal water being cheaper than tube well water). Implementation of drainage schemes: The waterlogged area may be reclaimed by introducing overland and underground drainage schemes.
(b) Implementation od Drainage Schemes:
The waterlogged area may be reclaimed by introducing overland and underground drainage schemes.
Summarising the most effective and efficient anti-water-logging measures are:
i. Lining of channels (main canal, branches and field channels).
ii. Provision of surface drains for drainage of rainwater; and
iii. Implementation of tube well projects both extensive and local.
Other methods are of local importance and hence benefit derived from them is limited.
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