2. SOURCES OF WATER
S.NO SOURCE EXAMPLE QUALITY
1 Surface Water Stream, Pond, Lake,
River
Low TDS, High SS
2 Ground Water Well, Mine & Spring Moderate TDS, Low
SS
3 Waste Water Effluent, Sewage Moderate TDS, High
COD & BOD
4 Rain Water Low TDS
5 Sea Water High TDS, Moderate
SS
4. TREATMENT TECHNIQUES
Stages Methods Impurities
Primary or
Pretreatment
Screening
Disinfection
Coagulation
Flocculation
Separation
Micro organism
Sand
Silt
Suspended &
Colloidal particles
Secondary
Treatment Or RO
system
Ion Exchange
Reverse Osmosis
Dissolved Ions
5. SEA WATER QUALITY
PARAMETERS UNITS VALUE
pH 7.9 - 8.35
Conductivity micro siemens /cm 55000 to 88225
Total Dissolved Solids mg/l 33000 to 45000
Turbidity NTU 3 to 40
Total suspended Solids mg/l 30 to 200
Calcium as Ca mg/l 401 to 410
Sodium as Na mg/l 11176 to 16772
Iron as Fe (Total) mg/l 0.32 to 0.59
Chlorides as Cl mg/l 20022 to 25348
Bicarbonate as HCO3 mg/l 92 to 137
Carbonates as CO3 mg/l 12 to 32
Silica mg/l 0.56 to 1.35
COD as O2 mg/l 79
BOD @ 20 Deg. C for 5 days mg/l 25.5
TOC mg/l 29.6
Boron mg/l 5.5
Oil & Grease mg/l < 1
Alkalinity mg/l 112 to 116
6.
7.
8. UF feed dump
pH 7.9 DAF Bypass line UF Permeate dump UF Feed Dump
TDS 45000 ppm
TSS 200 mg/l Hypo 1 X 100%
Turbidity 40 NTU Lime & FeCl3 Poly 846 M3 3 X 33 %
1X100 % 423 m3/hr each
Sea Water
1x100 % 1x100%
1000 m3
Acid, SBS & Antiscalant
Guard Pond
2 X 211 m3/hr 2 X 50 %
REJECT 359 m3 each 2 x 79.8m3 at 72.2 bar 369 m3/hr each
HP Pump 3 X 50 % SWRO prod
Dump
CO2 Dozing 211 m3 ERD
2 x 148 m3/hr
pH 7.9
pH 6.5 TDS 45000 ppm
TDS < 500 ppm SDI <3
REJECT
2 X 50 % 2 x 100 %
2 x 200 m3 2 x 38 m3/hr Condutivity 0.1 µS
1 X 100% 182
2 x 5000 m3
BWRO FEED PUMP BWRO HP PUMP TDS<20 ppm
ESP/APH Wash 1X100% 3 X 49.5 m3
FireFighting 200 m3
Lime & CO2 Dozing
CHP DSS, Boiler b/d quenching, Hypo WTP
CMB
HVAC MKP,Service water OHT, AHP , Service water Header OHT PHB
SWRO FLUSHING PU MP
3 X 49.5 m3 2 x 100 %
2 X 68 m3/hr To Neutralization pit
WTP FLOW DIAGRAM
3 X 50 %
382 m3/hr each
SC 14.3 M3 Clarified water
tank DMF UF
Sludge pit 500
M3
CF
SWRO
BWRO MB
CF MB FEED Tank
120 m3
DM Tank 2 x
600 M3
OHT
FM 14.3 M3 FLOC 287 M3
UF Product & Backwash
Tank 2000 M3
BREAK TANK
345 m3
Limest
one
Filter
PRODUCT CUM FIRE
WATER STORAGE
TANK
Remineralisation
Contactor
Pot Tank
9.
10. 1000
m3
1000
m3
500 m3
Flow
Control
Station
Hypo
FeCl3 & lime Poly
PT sludge Pit
Clarified
Water
Tank
Max TSS:200 ppm
TSS <20 ppm
846 m3/Hr
Recirculation pumps :2 (104 M3/Hr)
Air compressor :2 (7 CFM )
Sludge disposal pumps :3 (500 M3/Hr)
Air Blowers :2 (500 Nm3/Hr)
DAF
Stilling Chamber Flash Mixer Flocculator
DMF Backwash UF Backwash &
Reject
11.
12. o Process of bringing destabilized colloidal particles together to allow them
to aggregate to a size where they will settle by gravity is flocculation
o Starch, Sodium polyalginate, Polyacrylamide etc. are examples of
flocculants.
13.
14.
15. Clarified Water Tank
DMF 423 M3/hr
UF Dump to Clarified Water Tank
UF Product
Water Tank
2000 M3
SWRO Feed Dump
SWRO Permeate Dump
UF Backwash Pumps – 2 No (1380 M3/Hr)
SWRO Feed Pumps – 3 No (406.9 M3/Hr)
DMF Feed Pumps – 3 No (466 M3/Hr)
DMF Backwash Pumps – 3 No (827 M3/Hr)
UF Module
382 M3/Hr
UF Backwash
PT Sludge Sump
UF CIP
UF CIP Return
22. 344 m3
RO Feed Pump
Cartridge
Filter
5µ
SWRO
No. Of PV per skid :31
No of Elements per vessel :7
Spiral wound poly amide
Normal Operating Pressure :
55 bar
Break Tank
369
m3/H
r
SBS
HCl
Antiscalant
HP Pump
To Guard Pond
ERD-Pressure
Exchanger
148 m3/Hr
Feed Pumps : 3 (2W+1S) 406 m3/Hr
HPP : 4 each skid 2 140 m3/Hr
ERD :8 Each skid 4 221 m3/Hr)
Backwash pump: :2( 1+1 diesel driven)-160m3/Hr
(1W+1S)
(1W+1S)
1W+1S)
221 m3
148 m3
221 m3
UF Product
water tank
Dump Line
23.
24.
25. # Description Unit Guaranteed value
1
Net continuous operating
capacity m3/Hr 148
2 Recovery % 40
3 TDS ppm < 500
26. 40 m3/Hr
From Break Tank
Caustic(1W+1S)
Cartridge Filter 5µ
Reject water
sump 100 m3
MB Feed water Tank
2 X 100 m3
34 m3/Hr
Feed pumps :3(2W+1S)-44m3/hr
HPP :3(2W+1S)-44 m3/hr
BWRO :6 Vessels 42 Membrane
BWRO Permeate Dump to
Break Tank
27.
28. 28
o The amount of gas dissolved in water is directly
proportional to the partial pressure of that gas in
the vapor space above the water/gas interface.
This is known as Henry's law.
o Another important consideration of gas solubility is
Dalton's law, which states that the total pressure
of a mixture of gases is made up of the individual
pressures of those gases
29.
30. From MB Feed tank
2X600
m3
DM Water Tank
Mixed Bed
Marpholene
Neutralization pit
pH : 6.8 to 7.2
Cond: <0.1µs
Silica: <10ppb
MB Feed Pump :2(1W+1S)-75m3/Hr
Regenerati pump : 2(1W+1S)-20m3/Hr
Npit Pump : 2(1W+1S)-50m3/Hr