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Engineering Components                                                  <<..back

Lesotho Highlands Water Project

Phased Development of the main features of the Project

PHASED DEVELOPMENT OF THE MAIN FEATURES OF LESOTHO HIGHLANDS WATER PROJECT

Phase Main Reservoirs Katse 1B Matsoku

 

1B Mohale

 

II Mashai

 

III Tsoelike

 

IV Ntoahae

 

Cumulative catchment area (km2)

Cumulative mean annual runoff (hm3)

Total storage (hm3)

Active storage (hm3)

Full supply level (masl)

Minimum operating level )masl)

Type of dam

Height of dam(m)

Crest length (m)

Volume of dam (hm3)

 

1 866

622

1 950

1 519

2 035

1 989

Arch

180

710

2,2

 

 

 

 

2063

 

Diversion weir

 

 

 

945

314,7

810

720

2 075

2 005

Embankment

140

564

8,5

 

 

7 978

1 615

3 430

2 430

1 887

1835

Embankment

170

680

14,4

 

 

10 376

1 971,7

2 170

1 250

1 757

1 725

Embankment

160

490

11,7

 

 

11 345

2 133,1

1 370

650

1 634

1 610

Arch

125

180

0.5

 

Pumping stations

Name

    Mashai-Katse Tsoelike- Mashai Ntoahae-Tsoelike  
Design discharge(m3/s)

Design static head (m)

Total tunnel length (km)

Pumping tunnel diameter (m)

     

50

218

19

5,45

 

25

160

4,4

4

 

8

148

1,3

3

 

 
TRANSFER TUNNELS

Name

Katse-'Muela 1 Matsoku-Katse Mohale-Katse Katse-'Muela II    
Length (km)

Excavated diameter (m)

Lined diameter (m)

45

4,95

4,35

6,4

4,0

3,4

32,0

4,0

3,4

45

5,5

4,9

   
Hydropower Plants

Name

'Muela 1 'Muela II        
Rated plant discharge (m3/s)

Rated net head (m)

Number of units

Installed capacity (MW)

 

35,7

236

3

72

 

53,6

246

3

110

       
TAILPOND

Name

'Muela          
Total storage (hm3)

Active storage (hm3)

Full supply level (masl)

Minimum operating level

Type of dam 

Height of dam (m)

Crest length (m)

Volume of dam (m3)

 

5,9

3,9

1775

1760

Arch gravity

55

180

85 000

 

         
DELIVERY TUNNELS

Name

Delivery Tunnel I Delivery Tunnel II        
Length (km)

Excavated diameter (m)

Lined diameter (m)

Outfall water level (masl)

37

5,1

4,5

1 735,5

37

5,1

4,5

1 735,5

       
ACCESS ROADS            
New access roads (km) 172   69 39 8  
Upgraded existing roads 170   93 92 8  
WATER DELIVERY            
Incremental (m3/s)

Total (m3/s)

18,2

18,2

2,2

20,4

9,6

30,0

25,4

55,4

9,6

65,0

5,4

71,4

Year of Commissioning 1996 2003 2004 2008 2017 2020

Legend

hm3 = cubic hectometre = 1 million cubic metres,            

masl = metres above sea level ,   m3/s =cubic  metres per second

km = kilometres,  m = metres,  m3 = cubic metres

(Need pics of  Katse dam, Matsoku and Mohale and 'Muela)

OTHER DAM CHARACTERISTICS

Dam Name Katse Mohale 'Muela Matsoku weir
Type of dam structure Double curvature  concrete arch dam Conrcete face rockfill embankment double curvature concrete arch dam concrete 12-stepped o'give
Maximum height (m) 185 145 55 19
Crest length (m) 710 620   180
Volume of concrete(m3) 2,300,000 7,500,000   21, 000
Spillway discharge(m3/s) 6,252 2,600    
Volume of reservoir (milliom m3) 1, 950 947    

 

 

 

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