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Environment
Here it is pertinent to mention that as the Indian plate began to collide with the Asian plate around 20 million years ago; a deep trench called the Fore-deep was formed south of the rising mountains, the Himalayas. Consequently, the streams like Chambal, Ken, Betwa and their tributaries originating from Vindhya Mountains developed a sudden high gradient. Even today unlike other rivers of north India these flow northwards and have a higher gradient than the gently swaying mighty rivers the Ganga and Yamuna. River systems were realigned consequent to the rise of the Himalayas and ultimately rivers from the Himalayas and Vindhyas dumped their load of sediments in the fore-deep. It was gradually filled with alluvium and formed the plains, which became a center of attraction for our nomadic ancestors to develop an agrarian society. The journey down the river makes the sediments roll with water which gives them a rounded shape. Ultimately it is this roundness which affects the subsurface reservoirs of water. It gives the pile of sediments the desired air spaces or porosity and a greater permeability or ability to allow a fluid to travel through their pore spaces. These characteristics make alluvium the best store- house for water. It is astonishing to note that latest laser based techniques have dated groundwater of Sahara as millions of years old. In other words the
alluvium is like a bank vault and water is stored up like money. As said
in an earlier article we can not just go on drawing money from the bank
without making deposits, same way the water stored in the alluvium needs
to be recouped to save the water account from becoming bank-corrupt.
Normally the aquifer is recharged through rains. The changed rainfall
pattern or less rainfall, more withdrawal of groundwater and above all
the concrete of the urban areas minus trees have adversely affected the
groundwater recharge. Under normal circumstances
monsoon floods in alluvial plains spread enough water on the surface to
percolate down to the depths of aquifers and recharge them. Same can be
achieved artificially through a network of distribution network and a
thin sheet of water is spread over wide area. However, this method is
successful only if the topography is flat and the surface is pervious. One of the most common
methods of artificial recharge, it involves impounding water in a series
of tanks or basins preferably with effective depth of 1.25 m. A study
carried out in Bauman basin, New York showed that greater or lesser
depths than this reduces the rate of infiltration of water. This
technique is suitable both for alluvial and hard rock terrains where a
pile of weathered rock material generally forms the aquifer. Rivers have a peculiar
character. At some places they draw water from the aquifer and at others
they feed water to the aquifer. Hydrologists are able to ascertain these
characters through some simple tests in the area. In case the condition
is favorable that is river is found to feed the aquifer, the surplus
water of the river is directed to the aquifer through check bunds. Same
results can be obtained by widening the width of the stream bed, but it
is not possible in areas where the banks are inhabited. The height of
such dams is kept at two meters and as per requirement and suitability a
number of such dams can be made in the stream. Only disadvantage of this
method is that the stream has to be frequently de-silted. This method involves
making long, flat bottomed ditches and furrows. The pattern of these can
be varied according to land and surplus water available. The surplus
water of the river or canal is diverted to these ditches and thus a
larger area is available for water to infiltrate down to depths. The
density of ditches depends upon the transmissibility of the surface. In
areas with finer soils, ditches have to be closely spaced. Basin and percolation tanks and ditch and furrow need to be designed properly to get the best results and also to avoid infructuous expenditure. For example, in Delhi for an area of 100 sq m as per the norms of the Central Ground Water Board (CGWB) the volume of the recharge tank should be 2.125 cu. m. Similarly the volume of the recharge trench for same area in Delhi should be 4.25 cu. m. Once the volume of the structure required has been established the length can be calculated easily. Image of river flowing through mountains
under license with Gettyimages.com |
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