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Welcome
Presentation on diversion of west flowing streams from
the upper reaches of Western ghats near Sakleshpura,
Hassan district

E I Technologies Pvt. Ltd.
The Project
2

E I Technologies Pvt. Ltd.

Scheme for diversion of flood water from selected streams
near Sakleshpura (West) to provide drinking water to
drought prone areas, which includes selected taluks of
Tumkur, Chitradurga, Bangalore rural and north
besides Kolar & Chikkaballapura districts (East)
Introduction
3



E I Technologies Pvt. Ltd.

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.
Introduction
4



E I Technologies Pvt. Ltd.

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.
River basin map of Karnataka
5
No.

E I Technologies Pvt. Ltd.

River Systems

Drainage Area
1000 sq. km

1.

Godavari

2.

%

4.43

2.31

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
Rivers

24.53

12.79

191.77

100

Total
Drought map of Karnataka
6

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)
Yield of Rivers in Karnataka
7

E I Technologies Pvt. Ltd.
Drainage Area

No.
1.
2.
3.
4.
5.
6.
7.

River Systems

1000
sq. km
Godavari
4.43
Krishna
113.01
Cauvery
36.13
North Pennar
6.94
South Pennar
3.76
Palar
2.97
West Flowing Rivers
24.53
Total 191.77

Estimated Average annual yield

%

MCM

TMC

2.31
58.93
18.84
3.62
1.96
1.55
12.79
100.00

1415
27451
10980
906
56600
97352

50
970
388
32
2000
3440
Plight of People & Quality of Water
8



E I Technologies Pvt. Ltd.

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.
Efforts by GoK & Initiatives
9



E I Technologies Pvt. Ltd.

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.
Present Proposal
10



E I Technologies Pvt. Ltd.

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.

Sl.No
1
2
3
4

Total
Population as
per Census,
Name of the Benefiting District
2011
Area in sq.km Population Growth
Bangalore (Rural)
9,87,257
2,239
16.02%
Tumkur
26,81,449
10,598
3.74%
Kolar
11.04%
15,40,231
4,012
Chickballapura
12,54,377
4,208
9.17%
Present Proposal
11



E I Technologies Pvt. Ltd.

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.
2.
3.
4.
5.

Yettinahole
Yettinahole Tributary-1
Yettinahole Tributary-2
Kadumane hole – 1
Kadumane hole - 2

6. Yettinahole lower reach
7. Kerihole
8. Hongadahalla hole
Streams identified for harnessing
12

E I Technologies Pvt. Ltd.

No. Name of the Elevation
stream
(m)

1 Yettinahole
2 Yettinahole
Tributary - 1
3 Yettinahole
Tributary– 2
4 Kadumane
hole-1
5 Kadumane
hole – 2

Catchment
area
(Sq Km)

Yield (June to
November) TMC

Divertible yield and
dependability (June to
November) TMC
50% 90% 75% 50%
7.99 10.15 10.89 11.91
1.18

800
810

48.80
7.20

90% 75%
6.08 6.75
0.90 1.00

850

9.80

1.22

1.36

1.60

900

13.80

1.72

1.91

2.26

950

7.50

0.93

1.04

1.23

87.08

10.85 12.06

Total=

14.26

10.15

10.89

11.91
Streams identified for harnessing
13

E I Technologies Pvt. Ltd.

No. Name of the Elevation Catchment
stream
(m)
area
(Sq Km)
6
7
8

Kerehole
Yettinahole
down stream
Hongada
halla

Yield (June to
November) TMC
75%
3.35
1.61

Divertible yield and
dependability (June to
November) TMC
50% 90% 75% 50%
3.97 3.90
4.16
4.42
1.90

7.44

8.81

760
770

24.30
11.60

90%
3.02
1.45

730

60.20

6.70

96.06
183.14

11.17 12.40 14.68 10.27
22.02 24.46 28.94 20.42

Total
Total

6.37

6.88

7.68

11.04
21.93

12.10
24.01

The total divertible yield at 50% and 75% dependability will be 24.01
TMC and 21.93 TMC respectively.
Harnessing West Flowing streams
14

E I Technologies Pvt. Ltd.

It is difficult to harness the entire water available in Western Ghats
due to
 Environmental constraints
 Presence of Western Ghats barrier which is quite high.
 Engineering challenges
 Economic viability
Hence , an effort has been made to divert only a meager
percentage of water that too from the upper reaches of the
Western Ghats close to the plateau.
West Flowing River – Proposed Scheme
15




E I Technologies Pvt. Ltd.

Extent of Watershed Area in Western Ghats of Karnataka – 26,390 Km2
Available Catchments – 13
Present Scheme considers tapping streams which are originating from upper
reaches 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.
Scheme at a glance
16

E I Technologies Pvt. Ltd.



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.
Scheme at a glance
17



E I Technologies Pvt. Ltd.

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.
Scheme at a glance
18



E I Technologies Pvt. Ltd.

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.
Index map – Diversion scheme within western Ghats
19
19
Index map of the Scheme
20

E I Technologies Pvt. Ltd.

SHIMOGA

A.P

CHITRADURGA

CHIKBALLPUR
UDUPI
TUMKUR
CHIKMAGLUR

HASSAN
KOLAR

MANGALORE
MANDYA

T.N
Salient features
21

E I Technologies Pvt. Ltd.

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

4

Extent of area to be acquired in Ha

81.6 Km (Pipeline)
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
Conclusion
22



E I Technologies Pvt. Ltd.

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.
Conclusion
23



E I Technologies Pvt. Ltd.

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.
E I Technologies Pvt. Ltd.

Discussions
25

Thank You

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Yettinahole Project - Diverting west flowing water to an arid land

  • 1. Welcome Presentation on diversion of west flowing streams from the upper reaches of Western ghats near Sakleshpura, Hassan district E I Technologies Pvt. Ltd.
  • 2. The Project 2 E I Technologies Pvt. Ltd. Scheme for diversion of flood water from selected streams near Sakleshpura (West) to provide drinking water to drought prone areas, which includes selected taluks of Tumkur, Chitradurga, Bangalore rural and north besides Kolar & Chikkaballapura districts (East)
  • 3. Introduction 3  E I Technologies Pvt. Ltd. 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.
  • 4. Introduction 4  E I Technologies Pvt. Ltd. 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.
  • 5. River basin map of Karnataka 5 No. E I Technologies Pvt. Ltd. River Systems Drainage Area 1000 sq. km 1. Godavari 2. % 4.43 2.31 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 Rivers 24.53 12.79 191.77 100 Total
  • 6. Drought map of Karnataka 6 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)
  • 7. Yield of Rivers in Karnataka 7 E I Technologies Pvt. Ltd. Drainage Area No. 1. 2. 3. 4. 5. 6. 7. River Systems 1000 sq. km Godavari 4.43 Krishna 113.01 Cauvery 36.13 North Pennar 6.94 South Pennar 3.76 Palar 2.97 West Flowing Rivers 24.53 Total 191.77 Estimated Average annual yield % MCM TMC 2.31 58.93 18.84 3.62 1.96 1.55 12.79 100.00 1415 27451 10980 906 56600 97352 50 970 388 32 2000 3440
  • 8. Plight of People & Quality of Water 8  E I Technologies Pvt. Ltd. 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.
  • 9. Efforts by GoK & Initiatives 9  E I Technologies Pvt. Ltd. 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.
  • 10. Present Proposal 10  E I Technologies Pvt. Ltd. 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. Sl.No 1 2 3 4 Total Population as per Census, Name of the Benefiting District 2011 Area in sq.km Population Growth Bangalore (Rural) 9,87,257 2,239 16.02% Tumkur 26,81,449 10,598 3.74% Kolar 11.04% 15,40,231 4,012 Chickballapura 12,54,377 4,208 9.17%
  • 11. Present Proposal 11  E I Technologies Pvt. Ltd. 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. 2. 3. 4. 5. Yettinahole Yettinahole Tributary-1 Yettinahole Tributary-2 Kadumane hole – 1 Kadumane hole - 2 6. Yettinahole lower reach 7. Kerihole 8. Hongadahalla hole
  • 12. Streams identified for harnessing 12 E I Technologies Pvt. Ltd. No. Name of the Elevation stream (m) 1 Yettinahole 2 Yettinahole Tributary - 1 3 Yettinahole Tributary– 2 4 Kadumane hole-1 5 Kadumane hole – 2 Catchment area (Sq Km) Yield (June to November) TMC Divertible yield and dependability (June to November) TMC 50% 90% 75% 50% 7.99 10.15 10.89 11.91 1.18 800 810 48.80 7.20 90% 75% 6.08 6.75 0.90 1.00 850 9.80 1.22 1.36 1.60 900 13.80 1.72 1.91 2.26 950 7.50 0.93 1.04 1.23 87.08 10.85 12.06 Total= 14.26 10.15 10.89 11.91
  • 13. Streams identified for harnessing 13 E I Technologies Pvt. Ltd. No. Name of the Elevation Catchment stream (m) area (Sq Km) 6 7 8 Kerehole Yettinahole down stream Hongada halla Yield (June to November) TMC 75% 3.35 1.61 Divertible yield and dependability (June to November) TMC 50% 90% 75% 50% 3.97 3.90 4.16 4.42 1.90 7.44 8.81 760 770 24.30 11.60 90% 3.02 1.45 730 60.20 6.70 96.06 183.14 11.17 12.40 14.68 10.27 22.02 24.46 28.94 20.42 Total Total 6.37 6.88 7.68 11.04 21.93 12.10 24.01 The total divertible yield at 50% and 75% dependability will be 24.01 TMC and 21.93 TMC respectively.
  • 14. Harnessing West Flowing streams 14 E I Technologies Pvt. Ltd. It is difficult to harness the entire water available in Western Ghats due to  Environmental constraints  Presence of Western Ghats barrier which is quite high.  Engineering challenges  Economic viability Hence , an effort has been made to divert only a meager percentage of water that too from the upper reaches of the Western Ghats close to the plateau.
  • 15. West Flowing River – Proposed Scheme 15    E I Technologies Pvt. Ltd. Extent of Watershed Area in Western Ghats of Karnataka – 26,390 Km2 Available Catchments – 13 Present Scheme considers tapping streams which are originating from upper reaches 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.
  • 16. Scheme at a glance 16 E I Technologies Pvt. Ltd.  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.
  • 17. Scheme at a glance 17  E I Technologies Pvt. Ltd. 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.
  • 18. Scheme at a glance 18  E I Technologies Pvt. Ltd. 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.
  • 19. Index map – Diversion scheme within western Ghats 19 19
  • 20. Index map of the Scheme 20 E I Technologies Pvt. Ltd. SHIMOGA A.P CHITRADURGA CHIKBALLPUR UDUPI TUMKUR CHIKMAGLUR HASSAN KOLAR MANGALORE MANDYA T.N
  • 21. Salient features 21 E I Technologies Pvt. Ltd. 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 4 Extent of area to be acquired in Ha 81.6 Km (Pipeline) 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
  • 22. Conclusion 22  E I Technologies Pvt. Ltd. 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.
  • 23. Conclusion 23  E I Technologies Pvt. Ltd. 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.
  • 24. E I Technologies Pvt. Ltd. Discussions