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               The comprehensive Kabini Reservoir Project Comprises of :

a)        A Reservoir across River Kabini near Bidarahally and Beechana halli in Heggadadevanakote Taluk, Mysore District with canals on both the banks.   
b)       A reservoir across Bandigadu stream near Sagaredoddakere in Heggadadevanakote taluk with canals on both the banks.
c)       A reservoir across river Nugu upstream of the existing Nugu Dam with Right Bank High Level Canal.
d)       Lifting arrangement for lifting 28.00 TMC of water in 4 monsoon months from the foreshore of Kabini Dam to the
combined system of Sagaredoddakere and  Upper Nugu Dams.
      The information under different items for all the three components viz., a) b) and c) above are furnished separately.  The technical details in respect of (d) is also appended.

(i)   1 (a) Reservoir Projects:
1.  Name of Reservoir	Kabini Reservoir
2.  Location	Located across River Kabini near villageBeechanahally
Latitude	11o  50' 30" N
Longitude	76o  20' 17" E
Taluk	Heggadadevanakote
District	Mysore
Sub-basin	C-2 Kabini Sub-basin
3.  Catchment area (in sq.kms)	2141.90
4.  Design yield at 50% dependability (in TMC)		97.70
5.  Storage (in TMC)
i) Gross		19.52
ii)  Dead		3.52
iii)  Live		16.00
iv) Carry over		-NIL-
6.  Reservoir Evaporation   Losses (TMC)		3.40
7.  i)  Filling period		From June to November
ii) Depletion period		From  November to May
8.      Submersion (in acres)		Karnataka                Kerala
Total Area		15820                      140.84
i)    Forest area		6950
ii)   Cultivable area		8,870
iii)  Fallow lands		Nil
iv)  No.of villages / hamlets		22 villages / 14 hamlets
9.  Level Of Storage
i) Full Reservoir Level (FRL)		RL 2,284.00 ft.
ii) Minimum drawn down  level (MDDL)		RL 2,266 for Right Bank Canal
		RL 2,256 for Left Bank Canal
iii)  Dead Storage Level		RL 2,249.00 ft.
iv) Sill level of canal sluice		RL 2,249.00 ft.
a) Right Bank Canal Sluice		RL 2,249.00 ft.
b) Left Bank Canal Sluice		RL 2,249.00 ft.
v) Sill level of river sluice		RL 2,219.00 ft.
10.  Silt charge per year (Mcft/sq.km of catchment area)
i)    Designed		0.0001
ii)   Actual		Not assessed
11.  Ayacut (in acres)		Flow Canals                Lift Canals
i)     Left Bank Canal		3,000                                  -
ii)    Right Bank Canal		1,10,000                      1,04,200
12.  General characteristics of soil  in the Command Area		In the upper reaches of both Right Bank Canal and Left Bank Canal Red Soil is predominant while black soil are more predominant in its lower reaches.
13.  a) Installed power in MW		32 M.W. Contemplated.
b) Annual Power Generation   in MU		280.32
(2) a) Reservoir Project:
1. Name of Reservoir		Sagaredoddakere
2. Location		Located across Bandigadu stream near  village Hullamala.
Latitude		11o  55' 42" N
Longitude		76o  22' 48" E
Taluk		Heggadadevanakote
District		Mysore
Sub-basin		C-2 Kabini Sub-basin
3.  Catchment area (in sq.kms)		21.66
4.  Design yield     (in TMC)		1.00 TMC
		In addition 28 TMC to be lifted in 4 monsoon months from Kabini Reservoir to the combined Upper Nugu and Sagaredoddakere Reservoir.
5.  Storage (in TMC)
i)   Gross		10.900
ii)  Dead		1.000
iii) Live		9.900
iv) Carry over		-NIL-
6.  Reservoir Evaporation   Losses (TMC)		Combined evaporation loss of Sagaredoddakere and Upper Nugu is 2.00 TMC
7.  i)  Filling period		From July to October
ii) Depletion period		From  November to June
8.       Submersion (in acres)		4,953
i)    Forest area		1,981.00
ii)   Cultivable area		-
iii)  Fallow lands		2,972.00
iv)  No.of villages / hamlets		8
9.Level Of Storage
i) Full Reservoir Level (FRL)		RL 2,472.00 ft.
ii) Minimum drawn down level (MDDL)		RL 2,404.00 ft.
iii)  Dead Storage Level		RL 2,400.00 ft.
iv) Sill level of canal sluice		RL 2,400.00 ft.
a) Right Bank Canal Sluice		RL 2,400.00 ft.
b) Left Bank Canal Sluice		RL 2,400.00 ft.
v) Sill level of river sluice		No river sluice
10.  Silt charge per year (Mcft/sq.km of catchment area)
i)    Designed		0.0001
ii)   Actual		Not assessed
11.  Ayacut (in acres)
i)     Left Bank Canal		1,200          }  4,200
ii)    Right Bank Canal		3,000          }
12.  General characteristics of soil  in the Command Area		In the upper reaches of both Red Soil is predominant while black soil is met with in lower reaches.
13.  a) Installed power in MW		-Nil-
b) Annual Power Generation		-Nil-
3  a) Reservoir Project :
1.Name of Reservoir		Upper Nugu
2.Location		Located across River Nugu near Sambegowdanahalli.
Latitude		11o  54’ 28” N
Longitude		76o  26’  00” E
Taluk		Heggadadevanakote
District		Mysore
Sub-basin		C-2 Kabini Sub-basin
3.  Catchment area (in sq.kms)		308.00
4.  Design yield     (in TMC)		7.925 TMC
		In addition to it 28 TMC of water to be lifted in 4 monsoon months from Kabini Reservoir to the combined Upper Nugu and Sagaredoddakere.
5.      Storage (in TMC)
i)  Gross		9.841
ii)  Dead		0.088
iii) Live		9.753
iv) Carry over		-NIL-
6.  Reservoir Evaporation  Losses (TMC)		Combined evaporation loss of Upper Nugu and Sagaredoddakere Reservoir is 2.00 TMC
7.  i)  Filling period		From July to October
ii) Depletion period		From  November to June
8.  Submersion (in acres)		8,018
i)    Forest area		3,207
ii)   Cultivable area		-
iii)  Fallow lands		4,811
iv)  No.of villages / hamlets		19
9.  Level Of Storages
i)Full Reservoir Level (FRL)  :		RL 2,472.00 ft.
ii) Minimum drawn down level (MDDL)		RL 2,415.00 ft.
iii)  Dead Storage Level		RL 2,400.00 ft.
iv) Sill level of canal sluice
a) Right Bank Canal Sluice		RL 2,400.00 ft.
b) Left Bank Canal Sluice		No Left Bank Canal
v) Sill level of river sluice		No river sluice
10.  Silt charge per year (Mcft/sq.km of catchment area)
i)   Designed		0.0001
ii)   Actual		Not assessed
11. Ayacut (in acres)
i)     Left Bank Canal		No Left Bank Canal
ii)    Right Bank Canal		1,00,000
12.  General characteristics of soil		Red soil is seen in Upper reaches while in the Command Area  B.C. soil is predominant  in lower reaches.
13.  a) Installed power in MW		No power generation
b) Annual Power Generationin MU		-Nil-
II.          (b) Particulars of Dam		KABINI DAM
1. Type of Dam		Masonry gravity dam with overflow and non over flow sections with earthen flanks on either side.
2. Length of Dam (in ft)		8,965 ft.
3. Height of dam (in ft)  above River Bed Level		95 ft.
4. Length of spillway		265 ft.
5. Capacity of spillway		1,94,150 Cusecs  4 Radial gates of 40' x 40'
6. Outlets (Canals & Rivers)		LBC                        RBC                 River sluice
a) Number		2                                5                           3
b) Type		Vertical gates of   Vertical gates of  Vertical  gates of
c) Size		8' x 5'                     8' x 10'                8' x 14'
d) Capacity (Cusecs)		99                      2.582                   17,890
II.         (b) Particulars of Dam                      :		SAGARE DODDAKERE RESERVOIR

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