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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev. 1 The Sulaibiya Wastewater Treatment and Reclamation Plant 6 th Zayed Seminar, Green Economy Manama, May 2013

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Page 1: The Sulaibiya Wastewater Treatment and Reclamation Plant Day/4/Ibrahim Al... · The Sulaibiya Wastewater Treatment and Reclamation Plant ... Land area = 17,860 km. 2 ... Sulaibiya

AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev. 1

The Sulaibiya Wastewater Treatment and Reclamation Plant6th Zayed Seminar, Green EconomyManama, May 2013

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.2

STATE OF KUWAIT Land area = 17,860 km2

Population = 3.6 million (June 2010) Climate = Dry and Hot desert

Average rainfall =125mm/y.(75 – 150) Average temperature = 33°C

Fresh water consumption = 1.5 Million cu. m. per day Sewage = 1 Million cu. m. per day

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

BACKGROUND

Ministry of Public Work (MPW) is responsible forthe provision of sewage treatment services in theState of Kuwait.

Sulaibiya Waste Water Treatment & ReclamationPlant is a pioneer project in the MENA where it isthe first infrastructure facility of its size to beexecuted as BOT

Worldwide, Sulaibiya Waste Water Treatment &Reclamation Plant (SWWT&RP) is the largest ofits kind being a membrane-based waterreclamation facility.

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.4

BACKGROUND

By mid 2004, preparations started for testing, commissioning and operations for treatment and reclamation processes.

The first reclaimed water drop was produced from theplant on November4th, 2004. Under the exclusive concession that is granted toUDC, around 60% of Kuwait’s total domestic wastewateris directed to SWWT&RP.

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.5

OVERVIEW

The Sulaibiya Project comprises:The continued operation and maintenance of: 1. the preliminary treatment and pumping station at

Ardiya, and 2. the existing 425,000 m3/day plant capacity, until

June 2032.

Plant Expansion The development, design, engineering, permitting, procurement, construction, testing and commissioning of a 175,000 m3/day. The operation and maintenance of the expanded plant until June 2032.

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

WWTP using Membrane Technology

No. Plant, Country Capacity m3/day

1 Bedok, Singapore 32,000

2 Kranji, Singapore, 40,000

3 West Basin, California, USA 50,000

4 Ulu Pandan, Singapore 170,000

5 Orange, California, USA 270,000

6 Sulaibiya, Kuwait 425,000

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

PROJECT STRUCTURE

7

ShaelTrading

Company

Concession Contract

EPC Contract O & M Contract

Membrane O & M Subcontract

2.5%

Equity

72.5%

25%

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.8

KUWAIT CITY CATCHMENT AREA

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.9

ARDIYA CATCHMENT AREA

SWWTRP

Ardiya Ps25 km

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.10

PROJECT LOCATION

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.11

PROJECT DESCRIPTION

1 2

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.12

ARDIYA EXPANSION SCHEME

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.13

ARDIYA SITE

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.14

ARDIYA PUMPING STATION

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.15

ARDIYA SURGE VESSELS

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.16

SULAIBIYA SITE

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.17

SULAIBIYA SITE

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

SULAIBIYA SITE

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

DESIGN PARAMETERS of SWWT&RP

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No. Parameters Values

1 Total Feed Flow 425,000 m3/day

2 Total Product Flow 352,750 m3/day

3 Plant Recovery 83 %

In 2012, SWWT&RP received up to 480,000 m3/d of Wastewater which represents about 13 % increase in flow over its design capacity.

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.20

SULAIBIYA EXPANSION SCHEME

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.22

AERATION TANKS

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.23

SECONDARY CLARIFIERS

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.24

SECONDARY CLARIFIERS

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.25

UF PLANT

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.26

UF PLANT

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.27

68 x 32 x 4 = 8,704 Elements

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.28

RO PLANT

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.29

42 x 72 x 7 = 21,168 Elements

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

MONTHLY VARIATION IN %RECOVERY

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

VARIATION IN PLANT OPERATING PARAMETERS

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.

VARIATIONS IN PLANT OPERATING PARAMETERS

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.33

ParametersArdiya Sulaibiya Product Water

Min Aveg Max S.D Min Aveg Max S.D Min Aveg Max S.DTemp (0C) 28.55 24.40 37.90 3.97 19.10 27.32 36.10 3.94 24.5 31.2 36.9 3.54pH 7.01 6.89 7.40 0.12 6.30 7.34 7.80 0.18Tss (mg/l) 220.44 251.94 926 98.80 52 176.95 484.00 57.49 0.00 0.02 0.50 0.06Vss (mg/l) 170.82 186.77 794 72.53 42 144.80 436.00 48.39 0.00 0.02 0.30 0.05TDS (mg/l) 674.59 644.87 1286 159.51 514 708.33 1326 119.9 14 39.3 57 6.73BOD (mg/l) 234.64 246.19 459 69.94 66.65 178.46 366.60 51.62 0.00 0.23 1.38 0.20Oil & Grease (mg/l) 54.08 54.49 187 26.87 3.10 27.39 95.92 12.89 0.00 0.01 0.05 0.01NH4 (mg/l) 25.79 24.39 37.15 3.15 11.63 21.98 29.37 2.23 0.00 0.03 0.28 0.04N-Org (mg/l) 12.65 14.12 26.89 3.46 2.88 10.35 17.53 2.31NO3 (mg/l) 0.51 0.48 2.10 0.21 0.10 0.46 1.30 0.16 0.30 0.73 1.00 0.12NO2 (mg/l) 0.06 0.05 0.52 0.07 0.00 0.08 1.20 0.10P- total (mg/l) 5.92 4.80 16.34 1.88 1.75 5.33 13.60 1.47 0.00 0.08 1.35 0.20PO4 (mg/l) 18.03 14.72 44.03 5.57 5.37 16.38 41.70 4.51Alkalin CaCO3 174.88 165.21 240.23 16.71 60 184.95 229.18 15.62 0.38 2.88 4.05 0.45H2S (mg/l) 4.21 1.87 50.13 4.74 0.00 0.00 0.01 0.00TKN (mg/l) 38.65 39.57 54.57 4.55 19.49 32.64 41.93 2.69Settl 2.77 2.83 14.70 1.67 0.30 3.56 12.20 1.31Total Coliform(colonies/100ml)

3.7E+12 5E+11 7.7E+13 6.3E+12 1.00 1.00 1.00 0.00

STATISTICAL PARAMETERS OF PLANT PERFORMANCE

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.34

EFFLUENT QUALITY

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.35

Kuwait Oil Company’s (KOC) 2020 strategy is toincrease oil production capacity from the current3.2m barrels per day (bpd) to 4m bpd.

For the production of oil, KOC requires water forboth conventional oil and heavy oil.

In recent years, KOC has intensified its effort toextract heavy oil for which KOC needs to generatesteam which requires water of a certain quality.

BRINE UTILIZATION PLAN-BACKGROUND

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.36

BRINE UTILIZATION PLAN-BACKGROUND

KOC water source options in the past have beeneither ground water or sea water, both of whichhave higher impurities then what has becomeavailable with the commissioning of the UDCcompany’s waste water treatment plant whichproduces brine as a reject.

KOC has agreed with UDC and Ministry of PublicWorks to make use of the brine in the production ofboth the conventional and heavy oil.

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.37

LOCATION

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.38

1KD = 3.3 US$

Cost of Desalination = 0.620 KD/m3

Price of Sulaibiya Water = 0.180 KD/m3

Savings per m3= 0.44 KD

500,000 m3/d

80 M KD = US$ 265 Million annually

SAVINGS TO THE OWNER

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.39

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.40

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.41

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.42

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AWI 106-UDC Att. 4 Rev. 0 17 Jan. 2009 Date/ Rev.43

www.udcsulaibiya.com

Thank YouDr. Ibrahim AlGhusain