By SNV Sudhir
“The littoral drift during the southwest monsoon got
deposited near the entrance channel and the northern beaches were partially cut
off from the sand supply. But in the earlier stages the erosion was not
significant and was confined only to a short distance northward from the
entrance channel. Even in those days the material at the entrance channel used
to be dredged periodically and pumped to the northern side and the erosion was
under control,” he observed.
Prof Prasad has recently submitted a report on his findings
on the recent sea surge to the district administration.
He further said that depending on the erosion, the pumping
site used to be shifted suitably to check erosion. But later due to some
operational problem, it appears the direct pumping of sand was reduced and
instead the sand was dredged and dumped into the sea which was not that much
effective, he observed. The dredging and pumping of sand is done by the
Visakhapatnam Port Trust (VPT) that manages Vizag Port.
In the year 1968 the construction of outer harbour was
contemplated to handle the increasing shipping traffic. The construction of the
north and south break waters was completed by 1975 and the east breakwater was
completed by 1976. A sand trap was provided near the south breakwater in
addition to a dredging berth and 3 km long pipeline.
“While designing the outer harbour it was suggested that
about 0.45 million cubic meters of sand was to be pumped annually to the
northern side to protect the northern beaches. By this process it was thought a
balance could be achieved between the sand pumped and the sand lost due to
erosion. But it appears the balance is a very delicate balance that is easily
disturbed especially during cyclone periods. During such periods it is
necessary to enhance the beach nourishment by pumping additional sand to the
north side,” Prof Prasad pointed.
Most of the states are implementing the construction of
seawall/ groins as remedial measures to control coastal erosion in view of
their low cost, easy constructions etc.
But most of the areas along the coast are still undergoing
extensive erosion exclusively in the coastal regime of Chennai near Ennore,
parts of Kerala, Pondicherry, Karnataka, Andhra Pradesh, Odisha and Gujarat due
to lack of understanding of the site specific coastal issues.
“The construction of groins will create other problems
like rip currents and will destroy the beauty of nature and the sea walls
cannot withstand when a wave heights of more than 5m occurs. So, it
is advisable to construct offshore submerged breakwaters at around 3-5m depth
from our studies. Also, It is necessary that the sounding of the coastal
waters has to be taken up more frequently and the changes in the near
shore topography be monitored from time to time in order to take timely
measures for safeguarding of the beaches,” he added.
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