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The Study Area – Hyderabad (MCH)

4.1. LOCATION:

Hyderabad city, which comprises mainly the twin cities of Hyderabad and Secunderabad, is located in the west central part of Andhra Pradesh and is surrounded by Ranga Reddy district on all the sides. The city lies between the North latitudes 17° 19’ and 17° 30’ N and East longitudes 78° 23’ and 78° 30’ E.

4.1.1. HYDERABAD URBAN DEVELOPMENT AREA:

HUDA's jurisdiction extends over an area of 1,865 sq.kms covering the entire district of Hyderabad and parts of Ranga Reddy and Medak districts. It includes 173 sq. kms. under Hyderabad Municipal corporation Area and 416 sq. kms. under 9 Municipalities, and 1273 sq. mts under 106 gram panchayats.

4.1.2. LINKAGE:

Hyderabad is an important link city between north and southern parts of India. Two national highways No.7 and No.9 pass through the city, connecting Delhi, Bangalore, Kolkata and Chennai. Hyderabad city is linked by air both nationally and internationally.

4.1.3. PHYSIOGRAPHY:

Hyderabad city is a part of hitherto considered stable Deccan Plateau formed by the crystalline rocks. The city has an undulating topography intercepted with hills and knolls. The most prominent among the hills are Banjara hills (533m-640m) and Moula Ali hills (518m-596m). The remaining part is gently undulating to plain country with the land elevation varying from 487m and 533 m above the mean sea level.

4.1.4. DRAINAGE:

The entire city lies in the Musi river sub-basin, which is a part of the Krishna river basin and is drained mainly into Musi river system. Esi is the main tributary to the river Musi. There are two reservoirs namely Osman Sagar and Himayat Sagar formed by the above rivers respectively. The drainage system in the area is semi-dendric to rectangular type indicating poor permeability in character of the soil.

4.1. RAINFALL:

The annual rainfall data from 1901 to 1996 is collected for the study (see Appendix). The study of the data indicates that about 74 percent of the rainfall is received during the southwest monsoon and the northeast monsoon’s contribution is only 14 percent.

The distribution of annual rainfall is given below,

Normal annual rainfall 772 mm (100 %)
Southwest Monsoon (June-Sep) 579 mm (74.3 %)
Northeast Monsoon (Oct-Nov) 105 mm (13.6 %)
Cold weather Period (Dec-Feb) 26 mm (3.3 %)
Hot weather Period (Feb-May) 68 mm (8.8 %)


Source: Indian Meteorology Department, Hyderabad

4.1.6.TEMPERATURE:

The daily temperature of the city varies from season to season. The period from the second half of November to middle of February is the coldest period of the year and December month records the lowest temperature. The mean daily maximum temperature is 27.8 0C & the minimum is 13.4 0C. From the middle of February, both the day and night temperatures start raising steadily and by May the mean daily maximum temperature reaches 38.70C & the minimum is 26.2 0C.

4.1.7. AGRICULTURE:

Being an urban area, agriculture activities are seen only in isolated patches mostly at the peripheral areas. Paddy is the main crop followed by vegetables among other crops, Fodder is main crop.

4.2. DECADAL POPULATION GROWTH:

The decadal growth of city population is fragmented to compare the growth rates of different municipalities. It is observed that the growth rate in Kukatpally municipality is far high than any other municipality.

Tab 4.2.Decadal Population Growth For Mch And 9 Municipalities

Sl. No. Name of the Municipality Population
   1991 2001
1 M.C.H limits 3.021 4.103
2 Enroute villages 0.194 0.267
3 Surrounding Nine Municipalities   
a) L.B.Nagar 0.155 0.29
b) Rajendranagar 0.0840.15
c) Serilingampally 0.073 0.15
d) Kukatpally 0.185 0.31
e) Alwal 0.066 0.101
f) Qutbullapur 0.105 0.164
g) Kapra 0.088 0.155
h) Uppal 0.075 0.134
I) Malkajgiri 0.126 0.2
j) Osmania University 0.01 0.012
k) Secunderabad Cantonment 0.167 0.184
  GRAND TOTAL 4.349 6.22


4.3. HISTORY OF WATER SUPPLY FOR HYDERABAD CITY:

Human tendency is to act only when there is a catastrophe. On September 28, 1908, the city of Hyderabad was over whelmed by an unprecedented deluge caused by the river Musi. Most of the city was submerged. There was great loss of human lives and property. In order to prevent a recurrence of the same disaster, two dams were constructed across the Musi and its tributary Esi (Musa), on the advice of Sir. M. Visweswaraya, the celebrated engineer-statesman, in 1922 and 1927 respectively forming the Osman Sagar and Himayat Sagar reservoirs. These are the principle sources of water supply to the twin cities.

The Umda Sagar near Falaknuma and the Mir Alam tank had been the main sources of drinking water south of the Musi River, before the Osman Sagar and the Himayat Sagar water supply were commissioned. The Hussain Sagar Lake built in the 16th century provided water to some localities north of the Musi River, while Secunderabad received its supply from the Faukl Sagar at Jeedimetla. All these sources became insignificant after the development of the Osman Sagar and Himayat Sagar, and were abandoned. Hussain Sagar, which lies in the heart of the city, is heavily polluted and is now only used for boating and regatta.

After the formation of the Andhra Pradesh state in 1956, there was a sudden influx of population and a spur in the growth of new industries. Consequently there was a greater demand for water supply, and hence a need for execution of new projects.

  • A proposal to augment the storage capacity of the Osman Sagar and Himayat Sagar reservoirs was considered, but was dropped as being not feasible.
  • Then the Manjira project with a barrage at Kalabgur about 5 km from SangaReddy was conceived. It was commissioned in 1965. The total draft was 16 MGD out of which 10 MGD of water had gone for industrial consumption, leaving only 6 MGD for domestic needs, which was hardly enough to meet the rising water demands.
  • In Manjira Phase-II, the storage capacity of the barrage is increased. This was started in 1972 and completed in 1981, and was designed to draw an additional quantity of 30 MGD.
  • The Phase-III came into existence in 1991 by constructing a dam at Singur on Manjira river upstream of the existing reservoir and the Manjira Phase-IV to further augment the water supply to twin cities.
Chronology of water supply schemes in Hyderabad

1923    New Hyderabad water supply scheme commissioned
1932    Remodeling of Hyderabad water works, 122.74 MLD
1965    Manjira Water Supply Scheme, Phase - I
1981    Manjira Water Supply Scheme, Phase - II
1991    Manjira Water Supply Scheme, Phase - III
1994    Manjira Water Supply Scheme, Phase – IV

4.4. PRESENT WATER SUPPLY SITUATION :

Total population - 4.349 millions
HUDA area - 1547 sq. km
Growth rate - 2.77
Present Water Supply - 145 mgd
Present Water Demand - 206 mgd
Average supply hours - 3 hours/day
Average rate of leakage - 20 percent
Total number of Treatment plants - 6


Hyderabad Metropolitan Water Supply And Sewerage Board (HMWSSB):

The Hyderabad Metropolitan Water Supply Sewerage Board (HMWSSB) is a statutory authority in charge of providing and maintaining water supply and sewerage facilities within MCH limits covering Hyderabad and Secunderabad cities. The HMWSSB also supplies bulk quantities of water in the nine adjoining municipalities, Osmania University Campus and Secunderabad Cantonment and enroute villages along National Highway No.9 up to Sanga Reddy.

The HMWSSB’s activity in maintenance of water supply and sewerage system since its constitution in 1989 was confined to the Municipal Corporation of Hyderabad (MCH) area 172.6 sq. km. During the year 1995 the HMWSSB has resolved to take over the maintenance of water supply system of 9 municipalities adjoining Hyderabad. Accordingly, the government of Andhra Pradesh directed the municipalities in March 1996 to hand over the water supply and sewerage operations to HMWSSB. So far water supply of only 3 municipalities – L.B.Nagar, Kukatpally and Qutbullapur have been taken over by the board.

4.5. SOURCES OF WATER:

At present, water is being supplied to Hyderabad city from four impoundment on three rivers.

  1. Osman Sagar on Musi river
  2. Himayat Sagar on Esi river
  3. Manjira Barrage on Manjira river
  4. Singur Dam on Manjira river
Tab 4.3.Drawls Of Water From Different Sources To The City

Source Million Gallons per Day
Osman Sagar on Musi River25
Himayat sagar on Esi River 15
Manjira 45
Singur 60
Total 145



Fig 4.1. Drawals From Sources     Source: HMWSSB



Total transmission mains length - 286 km



TRANSMISSION MAINS (MANJIRA)



fig 4.2.Water Supply Connections In The City


4.5.3.TANKERS

There are 344 water supply tanker. Out of 333 are private tankers of capacity 5KL, and 11 HMWSSB tankers of capacity 10KL. The slum areas and new colonies which doesn’t have water supply pipeline, are supplied by the tankers. Each generate 8 trips per day.

4.6.WATER SUPPLY DISTRIBUTION IN MCH AREA:

HMWSSB divided MCH area into seven division. And further the seven division are divided into 20 sub-divisions/zones. Details of water supply distribution in mch area as follows.

4.7. PROJECT FROM LAST 8YEARS (1995-2003):

PROJECT LAST 8YEARS (1995-2003)
Addition quantity of water added into system.
  • 12mgd additional water from singur brought into the system in dec 2002 &march 2003.
  • Krishna drinking water supply project taken up at a cost of Rs.875.00 for drinking additional 45mgd of water from river krishna & programmed to be completed by march 2003.
Capacity of additional storage reservoir built-up.
  • 8 reservoirs of 101.5ML capacities constructed at various places in twin cities under world bank project.
  • Reservoirs at 4 places of total capacity of 27ML in MCH area & reservoirs/sumps at 13 places of total capacity of 31.5ML constructed in surrounding municipalities under megacity project.
Additional transmission mains & trunk distribution mains added.
  • 34kms of trunk feeder/distribution mains added in MCH area &125kms ,long trunk feeder/distribution mains laid in surrounding municipalities under megacity project.
Replacement & repairs of major trunk transmission mains.
  • 42kms long major trunk transmission pipeline between singur to lingampally,alwal to moulali/meerpet hillock reservoir laid replacing the old exiting leaking transmission mains.
Improvement taken upunder trough seasons
  • 500mm Dai CI pipeline laid from madhpur reservoir to red hills zone in 2003 to divert water to asifnagar zone
Laying water supply lines in slums
  • water supply lines laid in 352 slums at a cost of Rs30.76 crores in 2001-03


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