Abstract
Water security, simplistically defined as the capability of a society to ensure that its demands for
water are met, is an important aspect which governs not only the well being of individuals in the present,
but also acts as a deciding factor for the future prospects and expansion plans of any urban sprawl. The
city of Hyderabad is rapidly expanding, resulting in a drastic increase in the population of the metropolis.
It is estimated that with this rate of urban growth, the current municipal water distribution system would
not be able to fulfil the demands efficiently of the city. Water problem has became the key obstacle for
the sustainable development of any city and same goes with Hyderabad. Though the city has a large
amount of water bodies within its perimeter , most of them are not being utilized for water distribution.
Instead, water is being pumped in the city from rivers far-off. However, the initial and operational cost of
such long-distance water projects in terms of resources and energy consumption is several times higher
than that of local distribution system. Thus, though this model is fulfilling the current demands of the
city, it is not sustainable and cannot be scaled up while maintaining profitability. The solution to this
problem needs to rely upon local water bodies in the city.
Because of its undulating geography and rocky soil, Hyderabad has a large number of lakes within
its vicinity. Several of these are natural, and an equally significant number of reservoirs are man-made.
These reservoirs were built with the primary intent of harnessing surface run-off water for local use.
However, with rapid urbanization, they succumbed to pollution and encroachment, because of which
they are not being utilized currently for supplying water to the city. If these water bodies are included
in the citys main water supply, it may prove to be an efficient solution for the cities water issues.
The approach described above is more of a proposal, verification of which needs comparative analysis
of the citys overall water consumption and the volume of water that can be drawn from the lakes.
This poses a major obstacle in verification of the approach described. Calculation of water volume for
any irregular shaped water body is a complicated and laborious task. As the circle of study expands
from a small locality to a city, state or a country, existing methods to calculate the water volume tend to
become highly expensive and thus non scalable. Therefore, a need arises to devise a simpler, yet highly
efficient method which can be generically applied to any geographical area for analysing water volume
of lakes.
The objective of this thesis is to devise a system that relies on local water bodies for supplying water
to the city, and in the process propose efficient ways to calculate water volume of any irregularly-shaped
water body. In this study, a novel system has been proposed which would utilize local water bodiesfor water distribution in the city. It also presents an efficient approach using open source geospatial
technologies (GDAL/OGR library) to determine the volume of water in irregularly shaped lakes with
embankment. The approach uses spatial vector data for boundaries, vector data for embankments, and
depth data to calculate the amount of water present in any given lake.
Algorithms for water volume calculation were written as python modules, leveraging the capabilities
offered by the programming language and open source GIS library - the OGR/GDAL library. Calculations
for water volume of lakes gave results with considerable accuracy. The error percentage in water
volume was found to be mainly dependent on the size of the lake under consideration. It was noticed
that for medium-sized lakes with capacity between 50 Mcft. and 70 Mcft, the error percentage was 6.5%
and for larger lakes with capacity between 2800 Mcft. to 3500 Mcft, the error percentage was 7.51%.
The error percentage was also found to be dependent on the granularity of the grid which was used to
model the surface of lake.
When applied to all the lakes in Hyderabad, the algorithms gave a gross 9 TMC of water which could
be used for supplying to the city. Population data for the city was also gathered from official sources
and using the per-capita water consumption of the city, total water demands of the city were estimated.
When the water consumption was compared against the volume available for supply, it was found that
67% of the population can be supplied water from local water bodies. This number, though fairly decent,
can be improved if the lakes are deepened. By manipulating the embankment depths of lakes used for
calculation, this scenario was simulated and it was observed that with increased embankment depths,
the water storage capacity of lakes increased to an extent that they could easily meet the demands of
80% of the citys population. This study targets only quantitative analysis