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Yettinahole Project - Diverting west flowing water to an arid land
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Transcript of Yettinahole Project - Diverting west flowing water to an arid land
E I Technologies Pvt. Ltd.
Welcome
Presentation on diversion of west flowing streams from the upper reaches of Western ghats near Sakleshpura,
Hassan district
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The Project
Scheme for diversion of flood water from selected streamsnear Sakleshpura (West) to provide drinking water todrought prone areas, which includes selected taluks ofTumkur, Chitradurga, Bangalore rural and northbesides Kolar & Chikkaballapura districts (East)
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Introduction
Karnataka State having a geographical area of 1,91,976 sq.km happens to be
the eighth largest State in India with a population of 52.85 millions as per
2001 census. It is blessed with major perennial rivers such as Godavari,
Krishna, and Cauvery besides 13 West flowing rivers.
The intensity of rainfall across the State varies from 400 mm in the Eastern
and Central area to more than 6000 mm in Western Ghats. Scanty and
erratic rainfall in the Eastern and Central Karnataka has resulted in the area
becoming gradually drought prone.
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Introduction
It is pertinent to note that as per statistics available, Karnataka is second only
to Rajasthan when drought prone areas are considered.
Out of several districts, which are facing acute drinking water shortage
besides underground water becoming polluted, Bangalore Rural, Tumkur,
Kolar and Chikkaballapur happens to be the worst affected and the
ground water in some of these places has fluoride content much in
excess of permissible limit.
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River basin map of Karnataka5
No. River SystemsDrainage Area
1000 sq. km %
1. Godavari 4.43 2.31
2. Krishna 113.01 58.93
3. Cauvery 36.13 18.84
4. North Pennar 6.94 3.62
5. South Pennar 3.76 1.96
6. Palar 2.97 1.55
7.West Flowing
Rivers24.53 12.79
Total 191.77 100
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Drought map of Karnataka
2/3rd of Geographical area of Karnataka
State is under arid/semi arid conditions
and stand 2nd only to Rajasthan in the
country in terms of its drought prone
areas
(SOURCE dmc.kar.nic.in)
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Yield of Rivers in Karnataka
No. River Systems
Drainage Area Estimated Average annual yield
1000
sq. km% MCM TMC
1. Godavari 4.43 2.31 1415 50
2. Krishna 113.01 58.93 27451 970
3. Cauvery 36.13 18.84 10980 388
4. North Pennar 6.94 3.62 - -
5. South Pennar 3.76 1.96 906 32
6. Palar 2.97 1.55 - -
7. West Flowing Rivers 24.53 12.79 56600 2000
Total 191.77 100.00 97352 3440
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Plight of People & Quality of Water
Incidentally, all the four Districts fall under the Cauvery, Palar and Pennar
basins, but there is acute scarcity in availability of Drinking water, resulting in
exploitation of underground water to a great extent. The water table has
reached alarming depths of 305 m to 427 m (1000 to 1400 ft).
Quality of water being used especially in the Districts of Chikkaballapura and
Kolar are contaminated. Since there are no options, the people are using the
same water and getting affected by several water borne diseases, due to the
presence of harmful salts like Fluorides, Nitrates etc.
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Efforts by GoK & Initiatives
Government of Karnataka has earlier initiated several proposals to mitigate
the drinking water problem and to improve the quality. However, the projects
implemented have not met the required results since sustainability and
assured quantity of water is not guaranteed.
This has resulted in identifying an independent source which is free from
Interstate Dispute and at the same time can act as a sustainable source.
Such source is the West Flowing Streams.
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Present Proposal
Diversion of surplus flood waters from upper reaches of Yettinahole,
Kadumanehole, Kerihole and Hongadahalla streams by lifting and conveying
it to east to benefit Kolar, Chikkaballapura, Bangalore (Rural) and Tumkur
Districts. Following table reveals the beneficiary statistics in the above
districts.
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Sl.No Name of the Benefiting District
Total Population as
per Census, 2011 Area in sq.km Population Growth
1 Bangalore (Rural) 9,87,257 2,239 16.02%
2 Tumkur 26,81,449 10,598 3.74%
3 Kolar 15,40,231 4,012 11.04%
4 Chickballapura 12,54,377 4,208 9.17%
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Present Proposal
On detailed study and evaluation, some of the streams which are originating
at the highest level close to Sakhleshpura in the Western Ghats i.e.
Yettinahole, its tributaries and other streams have been identified as most
suitable source. The streams that have been proposed to be harnessed are
listed below.
1. Yettinahole 6. Yettinahole lower reach
2. Yettinahole Tributary-1 7. Kerihole
3. Yettinahole Tributary-2 8. Hongadahalla hole
4. Kadumane hole – 1
5. Kadumane hole - 2
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Streams identified for harnessing12
No. Name of the
stream
Elevation
(m)
Catchment
area
(Sq Km)
Yield (June to
November) TMC
Divertible yield and
dependability (June to
November) TMC
90% 75% 50% 90% 75% 50%
1 Yettinahole 800 48.80 6.08 6.75 7.99 10.15 10.89 11.91
2 Yettinahole
Tributary - 1
810 7.20 0.90 1.00 1.18
3 Yettinahole
Tributary– 2
850 9.80 1.22 1.36 1.60
4 Kadumane
hole-1
900 13.80 1.72 1.91 2.26
5 Kadumane
hole – 2
950 7.50 0.93 1.04 1.23
Total= 87.08 10.85 12.06 14.26 10.15 10.89 11.91
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Streams identified for harnessing13
No. Name of the
stream
Elevation
(m)
Catchment
area
(Sq Km)
Yield (June to
November) TMC
Divertible yield and
dependability (June to
November) TMC
90% 75% 50% 90% 75% 50%
6 Kerehole 760 24.30 3.02 3.35 3.97 3.90 4.16 4.42
7 Yettinahole
down stream
770 11.60 1.45 1.61 1.90
8 Hongada
halla
730 60.20 6.70 7.44 8.81 6.37 6.88 7.68
Total 96.06 11.17 12.40 14.68 10.27 11.04 12.10
Total 183.14 22.02 24.46 28.94 20.42 21.93 24.01
The total divertible yield at 50% and 75% dependability will be 24.01
TMC and 21.93 TMC respectively.
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Harnessing West Flowing streams
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It is difficult to harness the entire water available in Western Ghatsdue to
Environmental constraintsPresence of Western Ghats barrier which is quite high.Engineering challengesEconomic viability
Hence , an effort has been made to divert only a meagerpercentage of water that too from the upper reaches of theWestern Ghats close to the plateau.
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West Flowing River – Proposed Scheme
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Extent of Watershed Area in Western Ghats of Karnataka – 26,390 Km2
Available Catchments – 13
Present Scheme considers tapping streams which are originating from upperreaches of Western Ghats near Sakleshpur having an elevation above 800 m
It is clear from the above schematic representation that a meager percentage of water is being
planned to be diverted from West to East for the purpose of meeting the drinking water
requirement in the drought prone areas in the present scheme.
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Scheme at a glance
The present scheme envisages the following:-
It is proposed to have simple diversion structures across the stream which will
have a capacity to hold the water for a maximum of about one hour and
keeping the water level restricted within the flanks of the streams.
A suitable intake structure and lifting arrangements will be planned on the
foreshores in order to lift the water only during peak monsoon / floods and for
the rest of the time the water will be allowed to flow.
The water from the pump house will be conveyed and lifted through dedicated
raising main (pipes) which will be buried under the ground.
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Scheme at a glance
The pipeline will be routed parallel to existing corridors in order to minimize the
opening of the new corridors for laying of these pipelines.
The Raising mains will be taken from the intake structure up to Haravanahalli
near Sakleshpura beyond which it is planned to have a gravity canal (233 km)
to convey the water up to Tumkur. The alignment of the canal has been
planned along the ridge line bifurcating the Cauvery and Krishna basins.
A raising main for a length of 8.1 km has been planned to convey the water to
a storage Reservoir, near Devarayana Durga, with a capacity of about 10
TMC.
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Scheme at a glance
From the reservoir two raising mains have been proposed one to
Chikkaballapura (88.2 km) and other to Kolar (55.9 km) to feed MI Tanks in
the respective Districts.
Cost
Based on the line estimate that has been prepared considering the general
alignment that has been envisaged (as explained above) the preliminary
costing works out to about Rs.8323.50 crores for diverting about 24 TMC of
water. In other words, the cost of diverting the 1 TMC of water will be about
Rs. 346.81 crores.
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Index map – Diversion scheme within western Ghats
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UDUPI
SHIMOGA
CHIKMAGLUR
HASSAN
CHITRADURGA
TUMKUR
MANDYA
MANGALORE
CHIKBALLPUR
A.P
T.N
KOLAR
Index map of the Scheme
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Salient features21
No Particulars Scheme
1 Total combined yield in TMC 24.01
2 Catchment area in Sq.Km 176.74
3 Length of Garland canal /pipeline within
Western Ghats in Km
81.6 Km (Pipeline)
4 Extent of area to be acquired in Ha 192
(30 m width)
i) In Forest (Ha) 20
ii) Others (Ha) 172
5 Accessibility Good
6 Ease of Construction Easy
7 Time for completion 3 years
8 Cost of the Project in crores 8323.50
9 Cost per TMC in crores 346.81
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Conclusion
The scheme envisaged happens to be the best option available for the
Government of Karnataka to mitigate the drinking water problems being faced by
the people in the eastern plateau especially Kolar and Chikkballapur districts.
In order to implement this scheme , detailed investigations followed by a
comprehensive DPR is necessary and the same is already initiated by Govt. of
Karnataka .
The present scheme envisaged by KNNL, that of diverting surplus water from
Yettinahole and other streams near Sakleshpura can be taken up immediately as
the investigations and preparation of DPR could be completed early.
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Conclusion
The said scheme of diverting 24.01 TMC of surplus water from Yettinahole
and other streams is sustainable , free from tribunals, least effect on ecology
and environment of Western Ghats, and cause least effect to the downstream
commitments.
The scheme of diverting surplus water from Yettinahole can be taken up and
completed within Five year span thereby mitigating the drinking water
problems of Kolar and Chikkaballapura districts within a short time.
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Discussions
Thank You
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