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Jawahar Lal Nehru National
Urban Renewal Mission
Requires preparation of Base maps on
large scale (1:2000 or 1:4000) with
contours at 1m interval for 63 large
cities for proper planning and layout of
road network and utilities. Considering
time limitations, terrain data may be
acquired based on existing control
network. As stressed by the President,
all city administration agencies should
use this base data for their applications,
to ensure uniformity and avoiding
wasteful duplicate effort. Survey of
India should, however, examine the
security aspect of this base map with
heights 1m or less for free public use.
Disaster management
Existing topographical maps duly
updated using aerial photographs
and high resolution imageries
will serve the purpose. Additional
details, as required, can also be
incorporated on the same maps.
Mapping thermal potential
Existing topographical maps duly
updated can serve base maps
for superimposition of thematic
information of thermal potential to be
collected by specialized agencies.
Cartography enabled technology
It is heartening to note that India has its
own CARTOSAT for high resolution
terrain data. This will generally meet
the requirements of topographical
maps and DEM of 8m accuracy. This
will be useful for Feasibility studies,
but will need additional survey
effort for detailed designs and layout
of infrastructures and utilities.
Mission for cartographers
President has asked for creating a
network for all organizations, which
should essentially be carried out by
the government (DST).Mapping
of large scale maps for PURA and
JNNURM in about 2 years time
is a real challenge for Survey of
India. Uploading of digital data on the web site will be a dream come
true, considering the hurdles to be
encountered from various agencies.
Special resources will have to be
catered for updating existing base maps
required for Disaster Management
and Wasteland Mapping.President
has expressed the need for training
and building a human resource
team, which can face the challenges
of the 21st century. This involves
imparting of indepth knowledge of
geodetic science and allied disciplines
like digital cartography, GIS. In
addition to updating courses in STI,
Hyderabad, there is the requirement of
establishment of more such Institutions
in India as well as continuous
interaction and collaboration with
prestigious institutions of developed
countries.In addition , major users,
engineers, geographers and scientists
involved in geoscience need to
be educated in the basics of these
fundamental disciplines so that they
can utilize terrain data usefully.
Need for review of datum
Any useful mapping has to be based
on accurate control network. India has
vast network of ground control points
based on datum weak in defi ition but
good enough for relative positioning
of vast amount of terrain data required
for development projects in a short
time frame. India has a vision of
transforming itself into a developed
nation before 2020 and has to face
the cartographic challenges of 21st
century. Most precise well defi ned
coordinate system is a requirement for
global warfare as well as for carrying
out research in disciplines like seismic
studies, continental drift etc. I am sure
that SoI will take appropriate steps
and adopt most suitable well defi ned
datum to meet these challenges. It
is also not advisable to have two
different datum, projections and grid
systems in 2 series of maps. These
will create operational problems,
besides being costly proposition.
Moreover, it is not advisable to
stick to weak datum (Everest) for
Defense Series Maps when we want
to operate on global platform.
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Redefi nition of Indian
datum is necessary :- N K Agarwal
Firstly let us call the
datum as Indian datum
based on Everest Spheroid 1830.
Redefi nition of Indian datum is
necessary and should be done at the
earliest. I understand that Survey of
India has taken it up, but its status is not
known. Status should be put on the SoI
website. A geocentric reference datum
is necessary for defence applications
and research including study of plate
movements, crustal movements,
subsidence, rise in sea level etc. A
new vertical datum is also necessary.
I understand that SoI has initiated
action to defi ne a new vertical datum.
Why say, GPS accuracy? We should
defi ne accuracy in parts per million
or simply zero, 1st, 2nd, 3rd, or 4th
order accuracy. GPS is capable of
giving zero order (better than 3 to 4
parts per million) as well as 4th order
(less than 1 in 5000) accuracy. These
accuracies are achievable with other
instruments and techniques as well.
Further our maps are designed very
well and with adequate accuracy
and need not be linked to GPS
accuracy. Only the map projection
for topographical maps, polyconic
projection that is being used in a way,
assuming no distortion and curves
is not correct and creates diffi culties
in compilation and digitization.
Now let us see as to what the
honourable President has mentioned in
his VISION. These are as follows: -
1. PURA,
2. JNN Urban Renewal Mission,
3. Disaster management,
4. Flood and Water management,
5. Flood control through layered wells,
6. Six missions for cartographers.
Most of the above can be achieved
even with the present Indian datum
and vertical datum for MSL heights.
Some problems may however arise
in respect of defence applications,
research and high-end civil applications
like crustal movements, interlinking
of rivers etc. This means that we have
got to change over to a new geocentric
reference datum, and a new vertical
datum anyway then why not do it
now and produce all maps in the new
datum. Most important for President’s
vision are Redefi nition of Indian
Horizontal datum as well as vertical
datum, availability of horizontal and
vertical control points of at least 3rd
order accuracy at every 2 km, adoption
of LCC or TM projection for maps
by breaking India into a number of
convenient zones for all types of
mapping. All development mapping
should become a state subject with a
grid of their own on similar lines to
SPCS (State Plane Coordinate System)
for various states in USA. Main
hindrance to Presidents vision comes
from Restriction policy, confused map
policy, lack of transparency, clear
thinking, funds, and trained manpower. |
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N K Agrawal,
Former
Director, Survey Training
Institute,
Survey of India |
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Lt Gen Surindar
P Mehta (Retired),
Former Surveyor
General of India |
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Prof M N Kulkarni
IIT Bombay |
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| February 2007 |
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