Indo-Lanka
land bridge-a study
Lanka Hydraulic
Institute
Lanka
Hydraulic Institute (LHI) is an independent, self-financing
scientific institute created in 1985 by the government to
develop and retain expertise in coastal and port hydraulics
for the benefit of the country, without depending on the government
for periodic support.
It undertakes
field and laboratory investigations and offers consultancy
services in hydraulic engineering with special emphasis on
coastal, port and water resources engineering benefiting from
its historical role in the development of coastal zone management
in Sri Lanka.
At present
LHI is entrusted with carrying out several important studies
connected with the expansion of the Port of Colombo with the
construction of the new "South Harbour".
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By
Pushpakumara Dissanayake, Prasanna Egodawatte, Dilumie Abeysirigunawardena &
Ranjit Galappatti - Lanka Hydraulic Institute
There is technical capacity in the two countries to design and build
such a bridge. Indian construction firms already have experience
of buildings such structures. Because of this, there is a feeling
among politicians and officials that construction can begin in a
few years if the two governments could agree on building the link.
Such thinking
does not take into account environmental factors, the need for massive
investment in high-speed transport infrastructure to connect this
bridge to Colombo and several cities in South India and the conditions
likely to be imposed by the agencies financing such a project. Judging
by the time it has taken for similar projects to take off in Europe
and elsewhere, it is not likely that we could be in a position to
get through the preparatory planning and environmental study phases
in less than ten years. It will be impossible to obtain any consensus
among the interested parties in two countries in a climate where
the environmental and economic impacts of the project are based
almost entirely on speculation and pre-conceived notions.
This paper
argues that if the basic preparatory studies are not set in motion
immediately, we will be caught unprepared when the two countries
finally agree to go ahead, as they are likely to do. One of the
conclusions of this paper is that the proposed Sethusamudram navigation
channel could be easily integrated into the bridge design with massive
savings in cost.
Large environmentally
sensitive projects have not fared well in recent years in South
Asia. This is largely because environmental issues were taken up
after the project has been conceptualised and designed. Heightened
controversies emanating from interested pressure groups have disrupted
project timetables at tremendous cost to national economies.
The need to
reverse this order of project formulation and arrive at an "environmental
design", possibly with near-zero impact, would pay for itself
many times over in making it possible to stabilise project costs
and deliver results on schedule. An environmental design cannot
be arrived at without extensive studies and public discussion of
issues and concepts. Doing this in the two countries would require
an unprecedented effort at mutual co-operation, trust and transparency.
Adam's
Bridge
The distance between Dhanushkodi at the eastern tip of Pamban Island
in India and Talaimannar at the western tip of Mannar Island in
Sri Lanka is about 27km. A curved chain of islands known as Adam's
Bridge straddles this shallow gap. Along Adam's Bridge there is
a total of 21 km of water and 9 km of islands to cross. The average
depth of the straits is about 0.5 m interspersed with several deeper
channels. While some of the islands are stable, others are less
stable with shifting sands. The deeper channels are not stable and
consequently there are no recognised navigation routes crossing
Adam's Bridge.
Swan(1983)
describes Adam's Bridge as a shallow ridge of recent conglomerate
and sandstone mantled with islands and shoals of shifting sands.
The shape of the chain of islands is expected to indicate that there
is a net movement of sand and water from the Palk Bay towards the
Gulf of Mannar. The adjacent coastline along the Gulf on both sides
of the straits are fringed by coral reefs growing on cemented beach
rock at about -3m MSL. The movement of water and sand does not allow
coral to grow on Adam's Bridge. There appears to be a deeper layer
of sand stone at the levels of around -10m MSL.
The shallow
sea in this area is said to contain highly productive and rich fishing
grounds, which could be temporarily disrupted by construction activity
and affected in the long term by any changes in circulation patterns
and water exchange across the strait. Swan also reports that the
1964 cyclone which crossed the island of Ceylon and reached the
Gulf of Mannar caused a water level rise of more than 2 metres at
Vankalai near Mannar, underlining the need to take into account
storm and barometric surges in designing any bridge.
Bridging
the Straits
Bridging the straits does not pose any great technical challenge.
The straits are so shallow that it is even possible to fill in a
long embankment to connect the two land-masses. However, this is
not a realistic option because of the fisheries potential and environmental
value of the Palk Strait and the Gulf of Mannar. Any construction
in Adam's Bridge would have an impact on water exchange across the
gap and circulation in the adjacent areas. Furthermore, there is
insufficient data and understanding of the phenomena to enable us
to predict accurately the consequence of constructing such a bridge.
The initial
concept for the bridge (BOI, 2002) takes the most cautious approach,
which is to make the minimum interference with the waterway by bridging
the entire 21 km with a shallow bridge. The preliminary design,
however, does not account for storm surges that can occur in the
event a severe cyclone crosses over from the Bay of Bengal.
Thus the actual
cost would then be much higher than anticipated. Even a shallow
bridge, with short spans in shallow water will cost about three
times as much per kilometre than a sand-fill embankment adequately
armoured on both sides. Therefore it is necessary to investigate
whether a combined bridge-embankment could be engineered at a lower
cost with adequate compensation dredging to nullify the blockage
of water exchange caused by the embankment.
The idea of "zero impact" design is not new. In particular,
this concept was implemented successfully in Denmark in the Great
Belt and Oresund fixed link crossings.
However, a
very important characteristic of this approach was the long gestation
period, which was necessary for carrying out the environmental studies
and to evolve the final concept and design. While the long gestation
period is considered by some to be a disadvantage, it is also ensures
that a true consensus is reached about the project concept to the
satisfaction of all parties.
Once this stage
is reached, such projects are usually completed within schedule
and without major cost over-runs. The "environmental design
approach" is foreign to South Asia where projects are driven
by powerful government agencies with very little concern for transparency
or, apparently, for environmental and social impact. This approach,
which has made them easy prey to interest groups, has resulted in
even greater delays, massive cost over-runs and on occasion outright
cancellation of projects, is now discredited. A new approach is
needed.
A numerical model study was carried out at Lanka Hydraulic Institute
to explore and demonstrate the possibilities of using a combined
embankment and bridge is place of a long bridge.
There was sufficient
data available in the public domain to make a valid preliminary
exercise using MIKE 21 hydrodynamic modelling software. From an
examination of the tidal constituents and phases as published, it
is apparent that the shallow Adam's Bridge prevents the transmission
of the tide across it and the tidal wave travels all the way around
Sri Lanka to create a phase difference of about 10 hours across
the straits.
Although the
two sides appear not to be too far out of phase, the semidiurnal
daily inequality can cause significant water level differences to
drive a strong current both ways. The bathymetry was obtained from
Admiralty Charts. The scenarios tested first examined the exchange
of water across Adam's Bridge in the natural state at a spring tide,
with and without a strong southwesterly wind.
A third scenario
simulates the flow when an embankment is built to block all but
2km of the gap. The model also looked at what would happen if a
2 km wide channel is dredged down to -10m MSL. The fifth scenario
simulates the dredged channel with the strong southwesterly wind.
It was possible
to demonstrate that the effects of blocking much of Adam's Bridge
with an embankment can be countered by "compensation dredging"
a deeper channel to allow the same volume of water to be exchanged.
Project
cost
Some project costs are given in BOI(2002). These can be considered
to be preliminary, as they do not take into account the full cost
of investigations and the need to take storm surges into account.
A more realistic estimate is needed as well as a comparison of the
cost of the two alternatives.
The first option
is the original proposal strengthened to allow for a higher bridge
deck and double rail track. The second is the option to build only
a short high bridge of total span 2 km and an embankment of 28 kilometre
length with material from the 78 million cubic meters of material
generated by the dredging for the channel.
The cost figures
are to be taken as very preliminary given that no site specific
subsurface data are available. Nevertheless it has been demonstrated
that up to 30 percent savings in costs are achievable with the combined
bridge/embankment.
The objective
of this very rough analysis is to show how much cost can be saved
while obtaining the additional benefit of a 10 m deep navigation
channel. The policy document "Regaining Sri Lanka" outlines
a vision of the future where Sri Lanka becomes the gateway to South
Asia in general and to India in particular.
It is not the
purpose of this paper to make the economic case for building this
bridge between Sri Lanka and India. However, it is the stated policy
of both governments to improve trade to a point where the two markets
work as one.
There are comparisons
that can be made to the essential role played by Hong Kong in the
commercial and economic emancipation of China. Sri Lanka too has
the geographical position and the fast developing service industry
that can complement the emerging industrial power of India.
The future
prosperity of the region would be built on a growing interdependence
of the two economies. There are those, in both countries, who are
politically opposed to such a symbiotic relationship - a relationship
that might turn out to be very difficult to dismantle once entered
into.
The advantages
to both countries are manifest - even though it is not yet possible
to quantify these advantages.The building of this bridge is inevitable.
The danger is that our leaders do not realise the planning stages
can take up to three years before the financing plan and detailed
design could even begin.
Thus it is necessary
to begin planning now so that the concepts refined and the environmental
concerns are dealt with before the political decision is finally
made. This bridge is not merely a transport link for people and
goods.
There are possibilities
for oil and natural gas pipelines and electrical power grid linkages
that could revolutionise the availability of low cost electricity
to Sri Lankan industry. It is well nigh possible that the best plan
would be to develop the bridge together with a navigation channel
passing under it in place of the present proposal for the Sethusamudram
navigation channel. synergies are compelling.
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