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uMWP-1 Potable Water Component EIA Report (Final) November 2016 Appendices APPENDIX F DRAWINGS (Note the dimensions and specific information regarding the project infrastructure should this be regarded as approximate, which may be refined and optimised as part of the final design phase)

DRAWINGS - DWAF Water... · Knight Piésold U:\Company logos-drg shts\Umgeni logo\uwlogo.jpg uMKHOMAZI WATER PROJECT 1 250ML/d WATER TREATMENT PLANT P & ID 1301.X01.UW - …

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uMWP-1 Potable Water Component EIA Report (Final)

November 2016 Appendices

APPENDIX F

DRAWINGS

(Note the dimensions and specific information regarding the project infrastructure should this be regarded

as approximate, which may be refined and optimised as part of the final design phase)

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- 1 m

0 m

1 m

2 m

3 m

4 m

5 m

6 m

7 m

9 m

RL 10 m

11 m

8 m

01 - IW - 001

T.W.L = 10 000 = R

.L

21

3

BL = -750

T.O.F = 500

T.W.L = 8 750

02 - SC

- 101

45

T.W.L = 8 130

T.O.C

= 8 430

RA

W W

ATE

RFR

OM

DA

MR

AW

WA

TER

TO C

LAR

IFIER

S02-S

C-102/3/4

CLA

RIFIE

D W

ATE

RFR

OM

CLA

RIFIE

RS

02-SC

-102/3/4

6

7

8

9

10

- 2 m

- 3 m

- 4 m

- 5 m

- 6 m

- 7 m

- 8 m

- 9 m

T.W.L = 2 000

03 - FS - 101

04 - FG - 101

05 - OC

- 101

RE

ST O

F GA

C FILTE

RW

ATE

R FR

OM

GA

CFILTE

RS

03-FG-102 TO

112

GA

C FILTE

R W

ATE

RFR

OM

TRA

INS

2 & 3

FLOW

RA

TE(m

³/h)52 100

1

10 4202 605

10 3001 030

20 360900

23

45

67

89

1011

84810 180

84810 180

T.W.L = 9 250

BL = 2 250

T.O.C

= 9 500T.W

.L = 9 400

T.W.L = 5 070

T.O.C

= 420

T.O.C

= 2 570T.W

.L = 3 000

T.W.L = 5 300

T.O.C

= 7 950

STO

RA

GE

TAN

K V

OLU

ME

WA

TER

STO

RA

GE

= 5 m ht

V = 90 000 m

³ (3.0 h)

T.W.L = 7 800

T.O.C

= 3 900

FILTER

ED

WA

TER

FRO

M TR

AIN

1S

AN

D FILTE

RS

03-FS-102 TO

110

TO O

THE

RG

AC

FILTER

S

TO O

THE

RS

AN

D FILTE

RS

BA

CK

WA

SH

AN

DS

ER

VIC

E W

ATE

R 11

20 070

12

T.O.C

= 10 500

T.O.C

= 7 500

INLE

T WO

RK

S(D

istribution Tower)

UM

KH

OM

AZI W

TW (PH

ASE 1 = 500 M

L/d) - HYD

RA

ULIC

PRO

FILE

(FUTU

RE

)

RA

PID

GR

AV

ITY S

AN

DFILTE

RS

GR

AN

ULA

R A

CTIV

ATE

D C

AR

BO

NFILTE

RS

CH

LOR

INE

CO

NTA

CT A

ND

INTE

R. W

ATE

R S

TOR

AG

E TA

NK

PH

AS

E 1:

500 ML/d

T.O.C

= - 3.500

T.W.L = 1 500

= FINA

L OU

TLET LE

VE

L

PIP

E I.L = 0.000

= FINA

L OU

TLET LE

VE

L

T.O.C

= 2 500

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T P

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T

HY

DR

AU

LIC P

RO

FILE

1301.X01.U

W - 003

- 10 m

- 11 m

T.O.C

= 420T.W

.L. = - 500

T.O.C

= - 10 500

STO

RA

GE

RE

SE

RV

OIR

T.O.C

= 500

862

867

872

857

852

MS

L

12

T.O.C

= - 8 000

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