Amanzimtoti Water Treatment PlantAmanzimtoti Water Treatment Plant - Umgeni Water … ·  ·...

12
265 Amanzimtoti Water Treatment Plant Amanzimtoti Water Treatment Plant Amanzimtoti Water Treatment Plant Amanzimtoti Water Treatment Plant The Amanzimtoti WTP (Figure 5.38) receives raw water from the Nungwane Dam (Figure 5.36) which has a firm yield of 9.04 Ml/day (at a 98% assurance of supply). The design capacity of the WTP is 22 Ml/day, which is far greater than the assured yield of the water resource. Potable water is also fed into the clear wells at the WTP from Wiggins WTP via the SCA Pipeline. The characteristics of this WTP are shown in Table 5.39. Figure 5.38 Amanzimtoti Water Treatment Plant. Potable water is gravity fed from Amanzimtoti WTP along the 800 mm diameter steel South Coast Pipeline Phase 1 (SCP-1) (Table 5.40) to the Mnini Pump Station (Table 5.41) from where the water is pumped to the 7.5 Ml Quarry Reservoir (Table 5.42). eThekwini Municipality proposes to link a number of their reservoir supply zones off this section of the SCP-1. The controls at the existing Mnini Pump Station are programmed to stop the pump sets supplying the existing Quarry Reservoir when the reservoir is at 95% of Top Water Level (TWL) and start the pump sets when the reservoir is at 70% of TWL. From Quarry Reservoir, potable water is gravity fed along the 600 mm diameter steel SCP-1 (Table 5.40) and terminates at the off-take to Scottburgh South Reservoir. Ugu DM intends to link a number of their reservoir supply zones to this section of the SCP-1. Scottburgh South Reservoir currently serves as a distribution reservoir supplying Scottburgh Central and Freeland Park reservoirs (via the Freeland Park Pump Station).

Transcript of Amanzimtoti Water Treatment PlantAmanzimtoti Water Treatment Plant - Umgeni Water … ·  ·...

265

Amanzimtoti Water Treatment PlantAmanzimtoti Water Treatment PlantAmanzimtoti Water Treatment PlantAmanzimtoti Water Treatment Plant

The Amanzimtoti WTP (Figure 5.38) receives raw water from the Nungwane Dam (Figure 5.36) which

has a firm yield of 9.04 Ml/day (at a 98% assurance of supply). The design capacity of the WTP is

22 Ml/day, which is far greater than the assured yield of the water resource. Potable water is also

fed into the clear wells at the WTP from Wiggins WTP via the SCA Pipeline. The characteristics of this

WTP are shown in Table 5.39.

Figure 5.38 Amanzimtoti Water Treatment Plant.

Potable water is gravity fed from Amanzimtoti WTP along the 800 mm diameter steel South Coast

Pipeline Phase 1 (SCP-1) (Table 5.40) to the Mnini Pump Station (Table 5.41) from where the water

is pumped to the 7.5 Ml Quarry Reservoir (Table 5.42). eThekwini Municipality proposes to link a

number of their reservoir supply zones off this section of the SCP-1.

The controls at the existing Mnini Pump Station are programmed to stop the pump sets supplying

the existing Quarry Reservoir when the reservoir is at 95% of Top Water Level (TWL) and start the

pump sets when the reservoir is at 70% of TWL.

From Quarry Reservoir, potable water is gravity fed along the 600 mm diameter steel SCP-1

(Table 5.40) and terminates at the off-take to Scottburgh South Reservoir. Ugu DM intends to link a

number of their reservoir supply zones to this section of the SCP-1. Scottburgh South Reservoir

currently serves as a distribution reservoir supplying Scottburgh Central and Freeland Park reservoirs

(via the Freeland Park Pump Station).

266

Table 5.40 Characteristics of the Amanzimtoti WTP.

WTP Name: Amanzimtoti WTP

System: South Coast System

Maximum Design Capacity: 22 Ml/day

Current Utilisation: 17.46 Ml/day

Raw Water Storage Capacity: None

Raw Water Supply Capacity: 100 Ml/day

Pre-Oxidation Type: None

Primary Water Pre-Treatment Chemical: Other

Total Coagulant Dosing Capacity: Polymeric Coagulant

Rapid Mixing Method: Flow Over Weir

Clarifier Type: Circular Mechanical Scraper Clarifier

Number of Clarifiers: 3

Total Area of all Clarifiers: 1186.5 m2

Total Capacity of Clarifiers: 11.5 Ml/day

Filter Type: Other

Number of Filters: 13

Filter Floor Type 211.25 m2

Total Filtration Area of all Filters 1.7 Ml/day

Total Filtration Design Capacity of all Filters: 5 m3

Total Capacity of Backwash Water Tanks: 2000 kg/day of thin sludge

Total Capacity of Sludge Treatment Plant: N/A

Capacity of Used Washwater System:

Primary Post Disinfection Type: Chlorine Gas

Disinfection Dosing Capacity: 500 kg/hr

Total Treated Water Storage Capacity: 24 Ml

267

Craigieburn Water Treatment PlantCraigieburn Water Treatment PlantCraigieburn Water Treatment PlantCraigieburn Water Treatment Plant

The Craigieburn WTP (Figure 5.39) was “mothballed” with the commissioning of the SCP-1

(IMP 2009). Currently the clear wells at Craigieburn WTP receive potable water off the SCP-1

upstream of the Quarry Reservoir. Potable water is then pumped to the Craigieburn Reservoir

Complex. From the Craigieburn Reservoir Complex, potable water is pumped to the Midnite Café

Reservoir, from where eThekwini Municipality sells the water to Ugu DM. Potable water is also

pumped from the Craigieburn Reservoir Complex, via the Willowglen Booster Pump Station, to Ugu

DM’s Amahlangwa and Kwa Cele Reservoirs (Figure 5.36)

The 250 mm diameter pipeline that links Amahlangwa and Nkonko reservoirs serves as an

emergency supply pipeline between Craigieburn WTP and Umzinto WTP during drought periods, and

is currently used extensively (Figure 5.36).

Figure 5.39 Craigieburn Water Treatment Plant.

26

8

Ta

ble

5.4

1

Pip

eli

ne

de

tail

s: S

ou

th C

oa

st S

yst

em

.

Sy

ste

m

Pip

eli

ne

Na

me

F

rom

T

o

Len

gth

(km

)

No

min

al

Dia

me

ter

(mm

)

Ma

teri

al

Ca

pa

city

(Ml/

da

y)

Ag

e

(ye

ars

)

So

uth

Co

ast

S

ou

th C

oa

st P

ipe

lin

e P

ha

se 1

A

ma

nzi

mto

ti W

TP

Q

ua

rry

Re

serv

oir

2

2

80

0

Ste

el

65

.14

**

2

So

uth

Co

ast

S

ou

th C

oa

st P

ipe

lin

e P

ha

se 1

Q

ua

rry

Re

serv

oir

S

cott

bu

rgh

So

uth

Re

serv

oir

Sa

les

Me

ter

16

6

00

S

tee

l 4

8.8

6*

2

So

uth

Co

ast

N

un

gw

an

e R

aw

Wa

ter

Pip

eli

ne

N

un

gw

an

e D

am

A

ma

nzi

mto

ti W

TP

1

3.8

4

50

S

tee

l 2

7.5

*

33

* C

ap

aci

ty b

ase

d o

n a

ve

loci

ty o

f 2

m/s

**

Ca

pa

city

ba

sed

on

a v

elo

city

of

1.5

m/s

Ta

ble

5.4

2

Pu

mp

de

tail

s: M

nin

i P

um

p S

tati

on

.

Nu

mb

er

of

Pu

mp

s

Sy

ste

m

Pu

mp

Sta

tio

n N

am

e

N

um

be

r

of

Du

ty

Pu

mp

s

Nu

mb

er

of

Sta

nd

by

Pu

mp

s

Pu

mp

De

scri

pti

on

Su

pp

ly F

rom

Su

pp

ly T

o

Sta

tic

He

ad

(m)

Du

ty H

ea

d

(m)

Du

ty C

ap

aci

ty

(Ml/

da

y)

So

uth

Co

ast

M

nin

i 2

1

K

SB

Om

eg

a 2

50

/60

0

Mn

ini

Pu

mp

Sta

tio

n

Qu

arr

y R

ese

rvo

ir

23

9

0

28

.5

26

9

Ta

ble

5.4

3

Re

serv

oir

de

tail

s: U

pp

er

Mid

dle

So

uth

Co

ast

Su

b-S

yst

em

.

Sy

ste

m

Re

serv

oir

Sit

e

Re

serv

oir

Na

me

C

ap

aci

ty

(Ml)

F

un

ctio

n

TW

L

(aM

SL)

FL

(aM

SL)

So

uth

Co

ast

A

ma

nzi

mto

ti W

TP

A

ma

nzi

mto

ti R

ese

rvo

ir 1

3

.5

Ba

lan

cin

g

13

1.8

1

28

.8

So

uth

Co

ast

A

ma

nzi

mto

ti W

TP

A

ma

nzi

mto

ti R

ese

rvo

ir 2

2

.79

B

ala

nci

ng

1

31

.8

12

8.8

So

uth

Co

ast

A

ma

nzi

mto

ti W

TP

A

ma

nzi

mto

ti R

ese

rvo

ir 3

5

B

ala

nci

ng

1

31

.8

12

5.1

1

So

uth

Co

ast

A

ma

nzi

mto

ti W

TP

A

ma

nzi

mto

ti R

ese

rvo

ir 4

1

5

Ba

lan

cin

g

13

2.1

1

12

5.1

1

So

uth

Co

ast

M

go

bh

ozi

ni

Mg

ob

ho

zin

i R

ese

rvo

ir*

5

D

istr

ibu

tio

n

18

2.2

25

1

76

.62

5

So

uth

Co

ast

Q

ua

rry

Re

serv

oir

Q

ua

rry

Re

serv

oir

7

.5

Ba

lan

cin

g

15

5

14

8

So

uth

Co

ast

S

cott

bu

rgh

S

cott

bu

rgh

So

uth

**

5

.25

D

istr

ibu

tio

n

10

2.2

5

98

.45

So

uth

Co

ast

S

cott

bu

rgh

S

cott

bu

rgh

Ce

ntr

al*

*

2.7

1

Dis

trib

uti

on

8

6.0

6

82

.4

So

uth

Co

ast

S

cott

bu

rgh

F

ree

lan

d P

ark

**

2

.5

Te

rmin

al

86

.35

8

1.6

5

*

Re

serv

oir

ow

ne

d a

nd

op

era

ted

by

eT

he

kw

ini

MM

*

*

Re

serv

oir

ow

ne

d a

nd

op

era

ted

by

Ug

u D

M

Ta

ble

5.4

4

Pu

mp

de

tail

s: U

pp

er

Mid

dle

So

uth

Co

ast

Su

b-S

yst

em

.

Nu

mb

er

of

Pu

mp

s

Sy

ste

m

Pu

mp

Sta

tio

n

Na

me

N

um

be

r o

f

Du

ty P

um

ps

Nu

mb

er

of

Sta

nd

by

Pu

mp

s

Pu

mp

De

scri

pti

on

Su

pp

ly F

rom

Su

pp

ly T

o

Sta

tic

He

ad

(m)

Du

ty H

ea

d

(m)

Du

ty C

ap

aci

ty

(Ml/

da

y)

So

uth

Co

ast

C

raig

ieb

urn

2

1

K

SB

WK

Ln 8

0/4

C

raig

ieb

urn

WT

P

Cra

igie

bu

rn R

ese

rvo

ir

Co

mp

lex

19

2.9

2

20

2

.18

So

uth

Co

ast

C

raig

ieb

urn

1

1

K

SB

WK

Ln 8

0/3

C

raig

ieb

urn

WT

P

Ma

ga

be

ni

Re

s 1

& 2

1

50

.3

19

2

0.7

1

So

uth

Co

ast

M

fum

e

1

1

KS

B W

KLn

12

5/4

S

ou

th C

oa

st

Pip

eli

ne

Ph

ase

1

Mg

ob

ho

zin

i R

ese

rvo

ir a

nd

Am

ag

cin

o R

ese

rvo

ir

98

1

20

6

So

uth

Co

ast

F

ree

lan

d P

ark

*

1

1

S

cott

bu

rgh

Ce

ntr

al

Re

serv

oir

F

ree

lan

d P

ark

Re

serv

oir

4

1

0

2

* P

um

p S

tati

on

ow

ne

d a

nd

op

era

ted

by

Ug

u D

M

270

Umzinto Water Treatment PlantUmzinto Water Treatment PlantUmzinto Water Treatment PlantUmzinto Water Treatment Plant

The Umzinto WTP receives its raw water from two sources. Water is released into the

Mzinto River from the Umzinto Dam, abstracted a few kilometres downstream through a

sand-abstraction system at Esperanza and pumped to the WTP. Otherwise, it can be pumped

to the WTP directly from the E.J. Smith Dam situated on the Mzimayi River (Figure 5.36).

The design capacity of the Umzinto WTP is 13.6 Ml/day, with provision for a fourth module,

which will bring the total capacity to 18.2 Ml/day. The supply of treated water from the

WTP is currently limited by the availability of raw water, viz. 10 Ml/day at a 98% assurance

level. The dams and the Umzinto WTP are owned by Ugu District Municipality, but are

operated by UW under a management contract. Treated water from the WTP is sold to

Ugu District Municipality “at the fence” and they are responsible for distribution within the

entire network from the Umzinto WTP. The characteristics of Umzinto WTP are shown in

Table 5.44, the pump details in Table 5.45 and the reservoirs details in Table 5.46.

Figure 5.40 Umzinto Water Treatment Plant.

Umzinto Supply SystemUmzinto Supply SystemUmzinto Supply SystemUmzinto Supply System

It is important to understand the bulk supply system from the Umzinto WTP which is owned

and operated by Ugu District Municipality (Figure 5.37), since Umgeni Water’s own

operations and future augmentation plans are integrated into this system.

Potable water is supplied from Umzinto WTP to Umzinto Heights Reservoir via the

St Patrick’s Booster Pump Station. Similarly, potable water is supplied from Umzinto WTP to

the Hazelwood and Nkonko reservoirs via the Nkonko Booster Pump Station, as well as to

the Esperanza and Ifafa reservoirs via the Ifafa Booster Pump Station.

Potable water is gravity fed from Umzinto WTP to the Ellingham Reservoir from where it is

gravity fed to the Park Rynie Reservoir.

271

Potable water is also gravity fed from Umzinto WTP along the 250 mm diameter pipeline to

the Cabana and Kelso reservoirs and onto Pennington Reservoir. Potable water is then

pumped via the Pennington Pump Station to the Umdoni Reservoir.

The 200 mm diameter pipeline along Dolphin Drive in Pennington also supplies potable

water to the Hilltops and Bazley reservoirs.

The Umzinto WTP supply area along the southern coast extends as far as Bazley Reservoir.

The 200 mm diameter link between Bazley Reservoir and Elysium Reservoir, which is

supplied from the Mtwalume WTP, is used to supplement the supply of Mtwalume WTP.

Table 5.45 Characteristics of the Umzinto WTP.

WTP Name: Umzinto WTP

System: South Coast System

Maximum Design Capacity: 12 Ml/day

Current Utilisation: 9.91 Ml/day

Raw Water Storage Capacity: 0.1295 Ml

Raw Water Supply Capacity: 12.24 Ml/day

Pre-Oxidation Type: KMnO4

Primary Water Pre-Treatment Chemical: Polymeric Coagulant

Total Coagulant Dosing Capacity: None

Rapid Mixing Method: Conventional Paddle Flash Mixer

Clarifier Type: Clari-Flocculator

Number of Clarifiers: 3

Total Area of all Clarifiers: 387 m2

Total Capacity of Clarifiers: 14 Ml/day at 1.5 m/hr upflow rate, 19 Ml/day at 2 m/hr upflow

rate

Filter Type: Constant Rate Rapid Gravity Filters

Number of Filters: 5

Filter Floor Type Monolithic

Total Filtration Area of all Filters 127 m2

Total Filtration Design Capacity of all Filters: 12 at 3.9 m/hr filtration rate, 15 Ml/day at 5 m/hr filtration rate

Total Capacity of Backwash Water Tanks: Nil

Total Capacity of Sludge Treatment Plant: Nil

Capacity of Used Washwater System: Nil

Primary Post Disinfection Type: Chlorine Gas

Disinfection Dosing Capacity: 12 kg Cl2/hr including the Stand-By Unit

Disinfectant Storage Capacity:

Total Treated Water Storage Capacity: 5 Ml

27

2

Ta

ble

5.4

6

Pu

mp

de

tail

s: U

mzi

nto

Su

pp

ly S

yst

em

.

Nu

mb

er

of

Pu

mp

s

Su

pp

ly S

yst

em

Pu

mp

Sta

tio

n N

am

e

Nu

mb

er

of

Du

ty

Pu

mp

s

Nu

mb

er

of

Sta

nd

by

Pu

mp

s

Pu

mp

De

scri

pti

on

Su

pp

ly F

rom

Su

pp

ly T

o

Sta

tic

He

ad

(m)

Du

ty H

ea

d

(m)

Du

ty C

ap

aci

ty

(Ml/

da

y)

Um

zin

to

EJ

Sm

ith

4

1

K

SB

WK

Ln 6

5/3

E

J S

mit

h D

am

U

mzi

nto

WT

P

16

5.8

1

35

1

.44

Um

zin

to

Esp

era

nza

2

1

K

SB

WK

Ln 8

0/3

U

mzi

nto

Riv

er

Ab

stra

ctio

n

Um

zin

to W

TP

1

55

2

10

1

.44

Um

zin

to

St

Pa

tric

ks*

1

1

Um

zin

to W

TP

U

mzi

nto

He

igh

ts

Re

s 3

7.2

5

48

4

.03

Um

zin

to

Nk

on

ko

*

1

1

U

mzi

nto

WT

P

Ha

zelw

oo

d R

es

51

.25

9

8

2

Um

zin

to

Nk

on

ko

*

1

1

U

mzi

nto

WT

P

Nk

on

ko

Re

s 1

2.8

5

20

3

Um

zin

to

Ifa

fa*

1

1

Um

zin

to W

TP

E

spe

ran

za R

es

5.2

5

10

0

.5

Um

zin

to

Ifa

fa*

1

1

Um

zin

to W

TP

If

afa

Re

s 4

.25

5

.5

2.1

1

* P

um

p S

tati

on

ow

ne

d a

nd

op

era

ted

by

Ug

u D

M

27

3

Ta

ble

5.4

7

Re

serv

oir

de

tail

s: U

mzi

nto

Su

pp

ly S

yst

em

.

Su

pp

ly

Sy

ste

m

Re

serv

oir

Sit

e

Re

serv

oir

Na

me

C

ap

aci

ty

(Ml)

F

un

ctio

n

TW

L

(aM

SL)

FL

(aM

SL)

Um

zin

to

Um

zin

to W

TP

U

mzi

nto

Re

serv

oir

1

0.9

B

ala

nci

ng

2

04

.75

2

01

.75

Um

zin

to

Um

zin

to W

TP

U

mzi

nto

Re

serv

oir

2

2.1

B

ala

nci

ng

2

04

.75

2

01

.75

Um

zin

to

Um

zin

to W

TP

U

mzi

nto

Re

serv

oir

3

2

Ba

lan

cin

g

20

4.7

5

20

1.7

5

Um

zin

to

Um

zin

to

Um

zin

to H

eig

hts

**

5

T

erm

ina

l 2

42

2

37

.3

Um

zin

to

Um

zin

to

Ha

zelw

oo

d*

*

0.6

75

T

erm

ina

l 2

56

2

53

.18

Um

zin

to

Um

zin

to

Nk

on

ko

**

5

T

erm

ina

l 2

17

.6

21

2.9

5

Um

zin

to

Um

zin

to

Esp

era

nza

**

0

.3

Te

rmin

al

21

0

20

7

Um

zin

to

Um

zin

to

Ifa

fa*

*

1 (

2 x

0.5

) T

erm

ina

l 2

09

2

06

Um

zin

to

Pa

rk R

yn

ie

Ellin

gh

am

**

2

D

istr

ibu

tio

n

13

4

12

9.3

Um

zin

to

Pa

rk R

yn

ie

Pa

rk R

yn

ie*

*

0.9

T

erm

ina

l 6

8.6

6

5.8

4

Um

zin

to

Pa

rk R

yn

ie

Ca

ba

na

**

1

T

erm

ina

l 8

6

82

Um

zin

to

Ke

lso

K

els

o*

*

0.5

T

erm

ina

l 8

0.7

7

77

.77

Um

zin

to

Pe

nn

ing

ton

P

en

nin

gto

n*

*

3

Dis

trib

uti

on

9

3

89

.3

Um

zin

to

Pe

nn

ing

ton

U

md

on

i**

1

T

erm

ina

l 1

30

1

26

Um

zin

to

Pe

nn

ing

ton

H

illt

op

s**

2

T

erm

ina

l 8

6

83

Um

zin

to

Pe

nn

ing

ton

B

azl

ey

**

1

T

erm

ina

l 7

6

72

.45

**

Re

serv

oir

ow

ne

d a

nd

op

era

ted

by

Ug

u D

M

274

Mtwalume Water Treatment PlantMtwalume Water Treatment PlantMtwalume Water Treatment PlantMtwalume Water Treatment Plant

The Mtwalume WTP (Figure 5.41) receives its raw water from a sand abstraction system in

the Mtwalume River. The design capacity of Mtwalume WTP has recently been upgraded

from 4.5 Ml/day to 7.5 Ml/day. As with the Umzinto WTP, the Mtwalume WTP and bulk

water supply infrastructure is owned by Ugu District Municipality with Umgeni Water

operating the WTP under a management contract. Treated water is sold by Umgeni Water

to Ugu District Municipality “at the fence”, and Ugu District Municipality is responsible for

the entire distribution network within the Mtwalume Supply System. The characteristics of

Mtwalume WTP are described in Table 5.47, the pump details for this sub-system in Table

5.48 and the reservoirs details in Table 5.49.

Figure 5.41 Mtwalume Water Treatment Plant.

Mtwalume Supply SystemMtwalume Supply SystemMtwalume Supply SystemMtwalume Supply System

It is important to understand the bulk supply system from the Mtwalume WTP which is

owned and operated by Ugu District Municipality (Figure 5.36), since Umgeni Water’s own

operations and future augmentation plans are integrated into this system.

Potable water is supplied from Mtwalume WTP via the Mtwalume WTP Pump Station to the

Qoloqolo, Elysium and Mnafu reservoirs. Potable water is then gravity fed from the

Mnafu Reservoir to the Mathulini Reservoir.

Potable water is gravity fed from the Elysium Reservoir to the Mtwalume Reservoir and then

the water is pumped via the Mtwalume Pump Station to the Koelwaters Reservoir.

275

Table 5.48 Characteristics of the Mtwalume WTP.

WTP Name: Mtwalume WTP

System: Mtwalume WTP Supply System

Maximum Design Capacity: 7.5 Ml/day

Current Utilisation: 9.65 Ml/day

Raw Water Storage Capacity: 0.11Ml/day

Raw Water Supply Capacity: 8.4 Ml/day

Pre-Oxidation Type: Prechlorination

Primary Water Pre-Treatment Chemical: Polymeric Coagulant

Total Coagulant Dosing Capacity: Other

Rapid Mixing Method: Conventional Paddle Flash Mixer

Clarifier Type: Dortmund Type Clarifier

Number of Clarifiers: 3

Total Area of all Clarifiers: 324 m2

Total Capacity of Clarifiers: 16 at Rise Rate of 2m/hr

Filter Type: Constant Rate Rapid Gravity Filters

Number of Filters: 3

Total Filtration Area of all Filters 72 m2

Total Filtration Design Capacity of all Filters: 15.552 Ml/day

Primary Post Disinfection Type: Chlorine Gas

Disinfection Dosing Capacity: 8 kg Cl2/hr

Total Treated Water Storage Capacity: 9 Ml

27

6

Ta

ble

5.4

9

Pu

mp

de

tail

s: M

twa

lum

e S

up

ply

Sy

ste

m.

Nu

mb

er

of

Pu

mp

s

Su

pp

ly

Sy

ste

m

Pu

mp

Sta

tio

n

Na

me

Nu

mb

er

of

Du

ty

Pu

mp

s

Nu

mb

er

of

Sta

nd

by

Pu

mp

s

Pu

mp

De

scri

pti

on

Su

pp

ly F

rom

Su

pp

ly T

o

Sta

tic

He

ad

(m)

Du

ty H

ea

d

(m)

Du

ty C

ap

aci

ty

(Ml/

da

y)

Mtw

alu

me

M

twa

lum

e W

TP

2

1

K

SB

ET

A N

ew

12

5-3

15

M

twa

lum

e R

ive

r A

bst

ract

ion

M

twa

lum

e W

TP

1

12

.0

12

5

15

.55

Mtw

alu

me

M

twa

lum

e

WT

P

1

1

KS

B W

KLn

80

/3

Mtw

alu

me

WT

P

Mn

afu

Re

serv

oir

1

40

.5

22

0

2.5

Mtw

alu

me

M

twa

lum

e W

TP

1

1

K

SB

MIC

50

/7A

M

twa

lum

e W

TP

Q

olo

qo

lo R

ese

rvo

ir

18

0

25

0

0.5

62

Mtw

alu

me

M

twa

lum

e W

TP

3

1

K

SB

WK

Ln 1

25

/3 N

a

Mtw

alu

me

WT

P

Elly

siu

m R

ese

rvo

ir

80

.95

1

00

4

.8

Mtw

alu

me

M

twa

lum

e*

1

1

Mtw

alu

me

Re

serv

oir

K

oe

lwa

ters

Re

serv

oir

1

8.7

5

30

0

.8

* P

um

p S

tati

on

ow

ne

d a

nd

op

era

ted

by

Ug

u D

M

Ta

ble

5.5

0

Re

serv

oir

de

tail

s: M

twa

lum

e S

up

ply

Sy

ste

m.

Su

pp

ly S

yst

em

R

ese

rvo

ir S

ite

R

ese

rvo

ir N

am

e

Ca

pa

city

(Ml)

F

un

ctio

n

TW

L

(aM

SL)

FL

(aM

SL)

Mtw

alu

me

Mtw

alu

me

WT

P

Mtw

alu

me

WT

P R

ese

rvo

ir

0.4

5

Ba

lan

cin

g

22

.5

19

Mtw

alu

me

Elly

siu

m

Elly

siu

m*

*

5.5

D

istr

ibu

tio

n

10

3.4

5

10

0.6

9

Mtw

alu

me

Mtw

alu

me

M

twa

lum

e*

*

0.2

5

Dis

trib

uti

on

8

5.2

5

82

.5

Mtw

alu

me

Mtw

alu

me

K

oe

lwa

ters

**

1

T

erm

ina

l 1

04

1

01

Mtw

alu

me

Mn

afu

M

na

fu*

*

3

Dis

trib

uti

on

1

63

1

60

Mtw

alu

me

Ma

thu

lin

i M

ath

uli

ni*

*

0.5

T

erm

ina

l 1

12

.5

10

9.5

Mtw

alu

me

Q

olo

qo

lo

Qo

loq

olo

**

0

.5

Te

rmin

al

20

2.5

1

99

.5

**

Re

serv

oir

ow

ne

d a

nd

op

era

ted

by

Ug

u D

M