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Wastewater Treatment Plant for Ruwais Housing Complex

Introduction  

The town of Ruwais lies 250km west of Abu Dhabi, the capital of UAE where the largest oil well fields and petrochemical industrial complex are located.

The successful operation of this entire complex is managed by Abu Dhabi National Oil Company’s (ADNOC) professional and dedicated workforce. ADNOC has constructed a township providing the most modern amenities for all its employees and other associated companies. The township is named Ruwais Housing Complex.

ADNOC plans for continued growth necessitated the expansion of the present township. While conforming to its commitment to maintain the highest standards of environmental protection, and its augmentation of the township’s infrastructure was part of this planned work. This included expansion of the drinking water supply and a modern wastewater treatment plant.

Metito was awarded the multi-million US Dollar utilities expansion project against tough competitive bidding. Project execution involved complying with the international standards, as well as the specifications drawn by ADNOC and its consultants CRSS International. Metito successfully completed this most challenging task to the entire satisfaction of the project owners.

Scope of Work 

This included the detailed engineering, manufacture, inspection, supply, installation, testing and commissioning, start-up, performance test and training of personnel at site.

Plant General Information                                                        

The drinking water and wastewater treatment facilities are extensive and mainly comprise the following units:

  • Drinking water treatment, storage and pumping
  • Sewage pumping stations
  • Sewage treatment plant
  • Sludge digestion & handling facilities
  • Irrigation pump station
  • Electrical and control equipment
  • SCADA System
  • Miscellaneous site works

Plant Technical Characteristics

Drinking water from the main water supply line is stored in two 20,000 US gallons capacity storage tanks. A fully automatic chlorination system renders water suitable for drinking purposes. The disinfected water is delivered to the housing complex through a set of transfer pumps. The minimum water supply pressure is maintained through the use of two 129m3 hydro-pneumatic tanks. The tanks are in carbon steel construction and designed as ASME (U) STAMPED pressure vessels. All associated compressors, controls and monitoring devices are designed for fully automatic operation.

Raw sewage from the housing complex is transferred to a main sewage lift station through two intermediate pumping stations from the plant located at distances of about three and five kilometers. Each intermediate pumping station is provided with two sewage lifting pumps, each having a capacity of up to 100 m3/h. From the main sewage lift station. sewage is pumped to the wastewater treatment plant. Four pumps transfer the sewage to the treatment site. The pump capacities vary from 260m3/h to 560m3/h. The lift station equipment is installed about 11 m below ground, and the dry well is furnished with advanced ventilation and odour control equipment.

This includes the following units:

  • Raw sewage metering station
  • Inlet headworks
  • Aeration tanks
  • Clarifiers
  • Secondary coagulation, flocculation and settlement
  • Travelling bridge gravity filters
  • Sludge digestion and handling
  • Gas chlorinating equipment
  • Effluent pumping station
  • Irrigation pumping station

The inlet headworks comprise grit removal and disposal facilities to remove the heavy grit particles, followed by automatic and manual screens that remove large floating and suspended objects from raw sewage.

Partially treated raw sewage enters two circular aeration tanks 44m in diameter. To achieve economy, the tanks are constructed as earthen basins with waterproof liners. The integrity of the liners is continuously monitored through a uniquely designed leak detection grid installed under each liner. Each aeration tank is combined with an anoxic zone for effective de-nitrification. Two 75kW Brush Rotors are installed in each basin to meet the aeration requirements.

The aerated sewage passes through two circular clarifiers 13.5m in diameter. The effluent flows through a peripheral inlet and central collection system, and the clarifiers are equipped with gear-driven central cage and rake mechanism. Sludge is raked into a central cone at the bottom of the clarifier. The pipework is arranged to provide continuous sludge re-circulation and excess sludge discharge.

Biologically stabilised treated waste is further treated by a coagulation and flocculation process, and fine suspended solids are again removed by the sedimentation process with the help of two 5Om x 5Om x 4.5m deep settlement tanks. Like the aeration tanks, these tanks are also designed as earthen basins with waterproof liners and continuous monitoring leak detection.

Clarified water is treated in the gravity filters to further improve the quality of water. The filters are provided with traveling bridge backwash equipment mounted on a frame structure that moves along the filter via a mechanism powered by a reversing motor. The backwash equipment. comprising a moving stainless steel hood and the submersible pump is mounted on this bridge. Hydraulically sized orifices are provided to collect the backwash water  uniformly.

Sludge from the biological and clarifier stages is pumped to two 1,150 m3 digester tanks, where it is digested and stabilised under aerobic conditions. Two centrifugal air blowers, each having a capacity of 3,300 m3/hr, supply the required air. Digested sludge is pumped to a circular sludge thickener 15m in diameter, from which thickened sludge is pumped to the sludge drying beds. Underflow from the sludge drying beds and supernatant water from the sludge thickener is returned to the inlet headworks for recovery.”

The complete chlorination equipment is housed in a separate building. Two wall-mounted, vacuum-operated, solution feed, sonic flow type gas chlorinators are supplied to provide chlorine solution to the chlorine contact tank and filters. An automatic switchover facility ensures the continuous supply of chlorine, and the gas feed flow is controlled automatically. Ancillary equipment installed include an on-line chlorine analyzer, chlorine leak detection and gas monitoring and chlorine emergency kit.

The irrigation reservoir receives treated water from the wastewater treatment plant for storage and distribution. The reservoir is provided with inlet control valves and four sets of pumps to supply water to the irrigation system. The water passes through online automatic self-cleaning filters and a hydro-pneumatic tank to maintain minimum pressure in the system.

These include state of the art SCADA, process control panels, MCC’s, cabling, wiring, earthing, plant and street lighting and lightening protection. An ATS/MTS with bypass facility is provided to avoid parallel operation of main and generator incomers to the MCC in line with the latest Water and Electricity Department (WED) requirements. PLC based control panels are located near the individual plant facilities. These are water supply system and other facilities. All control stations are connected to the SCADA system over a multi drop communication link. The SCADA system operates on a dedicated digital leased line to provide continuous information. Drinking water is received from Ruwais refinery located 25km away, and the SCADA system transmits the necessary information to the refinery for an assured supply of drinking water to the housing complex. The link between the two locations is maintained by a fiber optic communication network.

The entire water treatment package was successfully commissioned and put into operation to the full satisfaction of ADNOC. The project is a clear demonstration of Metito’s commitment to provide its clients with the most advanced treatment technologies whilst meeting the most stringent international and local standards.

Water and Wastewater Treatment Plant 1500 Megawatt Power Plant

Introduction

The Egyptian economy experienced a massive growth in the early part of 2003, resulting in an increase in demand for electric power. As part of its utilities’ expansion plan, the Egyptian government decided to construct a new power station at Nubaria, the township located 120km north-west of Cairo, and awarded the project to Metito. The project was designed to utilise Egypt’s abundant natural gas resources and high- efficiency turbines which are characterized by their low carbon dioxide emissions.

As part of the project, Metito constructed several water and wastewater treatment plants to cover the entire scope of water treatment requirements for the site.

Scope of Work

Metito was in charge of the design and erection of the complete electromechanical works for the water and wastewater treatment plant package, including:

  • Nile River intake chlorination utilizing sodium hypochlorite shock dosing
  • Raw water pre-treatment system incorporating solid contact clarifies followed by dual media filters to provide 225m3/h for process water and 40m3/h for potable uses
  • Potable water system utilizing activated carbon media filtration and disinfection
  • Ion exchange demineralization plant comprising 3 streams of skid-mounted activated carbon polishing filters, clarification exchangers, degassers, anion exchange columns and mixed bed vessels, producing 1500m3/h per stream
  • Chemical wastewater neutralization for waste generation
  • Wastewater treatment package that includes; clarification, filtration and neutralization
  • Oil separation package to cater for 100m3/h of oily water separation through an API separator and DAF units
  • Sanitary sewage treatment package to handle a daily flow of 400m3/day
  • Sludge dewatering system utilizing two sludge thickeners and filter presses
  • Five chemical injection systems for steam turbine units to control biological growth, condition the water for the condensate system, deaerator, heat recovery boiler drums and circulating water
  • Turbine steam and water analysis systems comprising two analyzer shelters each housing sample conditioning equipment, instrumentation, probes, analyzers, racks and cabinets
  • Fully automated SCADA work stations

Key Benefits

  • A total solution for the power plant water and wastewater treatment needs
  • Efficient design that takes into consideration the stringent requirements of the owner and the project manager
  • Client ease of mind with all requirements handled by one contractor; Metito
  • Novel technology and reliable design that meant trouble free operation
  • Technologies with minimal carbon footprint and the use of low carbon emission equipment therefore minimal environmental impact
  • Timely execution of the water and wastewater treatment plant package which was imperative for the start-up of power plant
  • Full local support from a well-established company with local presence and global knowhow, guaranteeing world-class quality deliverables

Water and Wastewater Treatment, National Fertiliser Public Company

Introduction

National Fertilizer Public Company Ltd. of Thailand (NFC) constructed a modern NPK fertilizer plant, that included a Phosphoric Acid manufacturing unit, within the complex. As a natural result, the wastewater had an abnormally high content of various highly toxic pollutants like Phosphoric Acid & Fluorides coupled with Sulphates. The characteristics of this wastewater and the amount of waste to be treated, coupled with the strict environmental discharge regulations, required a tailor-made water management solution, and special treatment processes.

Due to the nature of the project and to such stringent requirements set by NFC, Metito was chosen and entrusted to execute the wastewater plant and other water treatment facilities. The plant was then classified as one of a few of its kind in the world.

Scope of Work         

Metito took charge of the complete design, engineering, manufacture, inspection, testing and supply on FOB basis, supervision of installation & commissioning, start-up and performance testing for the complete water and wastewater treatment plant packages. The packages included;

  • Process Wastewater Treatment Plant with a capacity of 100m3/hr to treat waste streams from the various production units. The plant units include a Hastelloy-C heat exchanger, a 1200m3 Acidic water-lined equalisation basin, automatic lime handling and dosing system, two lime silos each measuring 6.5m diameter and 31m high, pre-contact tanks, 15m diameter primary and secondary clarifiers, and belt press sludge thickeners with polymer dosing units
  • Water Pretreatment System treating 310m3/h of raw water for process use, through solid contact clarifiers
  • 20m3/h Ion Exchange Demineralisation Plant in two streams with anion and cation columns
  • Ion Exchange Plant Chemical Waste Treatment Collection and Treatment System
  • 168m3/day Extended Aeration Sanitary Drainage and Treatment System
  • Distributed Control System for controlling all plant operation

Key Benefits                            

  • A total solution for the fertilizer plant water and wastewater treatment needs
  • An optimum design that takes into consideration the stringent requirements set by the owner and the project consultants
  • More efficient project management since all packages are handled by one contractor: Metito
  • An efficient wastewater treatment plant that takes into consideration the tough and varying quality of the feed waste with a practical Zero Liquid Discharge (ZLD)
  • A reliable design that meant trouble-free operation and minimum downtime
  • Full local support and customer service, in a world-class quality, from a well- established company

Sewage Treatment Plant for the City of Medinet Zayed

Introduction

Medinet Zayed is a fast-growing city within the Abu Dhabi Emirate of the United Arab Emirates.

Abu Dhabi Municipality decided to provide sewage treatment facilities as part of the development plan for the city to cater for daily sewage of 5000m3/day in Medinet Zayed complete with a collection network. The treated effluent is of a quality suitable for irrigation use which conforms to Abu Dhabi’s highly acknowledged standards of improving environmental protection. Specifications were drawn up by Abu Dhabi Municipality and consultants KEO / Metcalf and Eddy to the latest international standards with due recognition for the emirates concern for environmental protection.

Metito secured the multi-million-dollar project against tough competitive bidding and subsequently completed the project to the entire satisfaction of the authorities.

Scope of Work

This included the complete design, engineering, manufacture, supply, inspection and testing, site storage, installation, commissioning, performance test, and training of personnel.

Plant General Information

The sewage treatment facilities are extensive and mainly comprise the following units:

  • Sewage Pumping Stations
  • Sewage Treatment Plant
  • Sludge Handling Facilities
  • Effluent Pump Station
  • Irrigation Pump Station
  • Electrical and Control Equipment
  • Other works

Plant Technical Characteristics

Two pumping stations are provided to pump the city sewage to the treatment plant. These stations are located at a distance between five and seven kilometers from the plant. Each lift station is provided with two sewage grinders each having a capacity to handle sewage flow rates up to 500m3/hr. Three pumps supply the sewage to the treatment site. The pump capacities range from 300 m3/hr to 460 m3/hr. The station equipment is installed 11 m below ground with appropriate ventilation and odor control equipment.

This includes the following units:

  • Raw Sewage Metering Station
  • Aeration Tanks
  • Clarifiers
  • Traveling Bridge Gravity Filters
  • Sludge Handling
  • Gas Chlorinating Equipment
  • Effluent Pumping Station
  • Irrigation Pumping Station

The incoming raw sewage is metered and then enters four aeration tanks in two streams. A total of sixteen surface aerators (30kW each) are installed to aerate the raw sewage.

The aerated water passes through circular clarifiers 20m in diameter. The clarified water flows into a peripheral launder over an adjustable weir plate. The clarifiers are equipped with a gear-driven central cage and rake mechanism. Sludge is raked into a central cone at the bottom of the clarifier. The system has been designed 10 provide continuous sludge bleeding, sludge re-circulation and excess sludge discharge.

The clarified water is treated in the gravity filters so as to further improve the quality of the water. The filters are provided with traveling bridge backwash equipment. The equipment is mounted on a frame structure that moves along the filter by a mechanism powered by a reversing motor. The backwash equipment comprising of a moving stainless-steel hood and a submersible pump are mounted onto this bridge. Hydraulically sized orifices are provided to uniformly collect the backwash water.

The clarifier sludge and plant drain flows are collected in a 140m3 sludge holding tank. A Metering station measures and monitors the was e and re-circulation sludge flows. Aspirating aerators are provided in the sludge holding tank.

The thickened sludge is pumped to the sludge drying beds by means of progressive cavity type or pumps having a design pumping capacity of 170 m3/hr. Underflow from the sludge drying beds and decanted water from the sludge holding tank are returned to the inlet for further recovery.

Complete chlorinating equipment is housed in a separate building. Two wall-mounted vacuums operated, solution feed, sonic flow type gas chlorinators are supplied to provide the chlorine solution to the chlorine contact tank and filters. An automatic switchover facility ensures the continuous supply of chlorine and the gas feed flow is automatically controlled.

Other equipment installed includes on-line chlorine analyzer, chlorine leak detection and monitoring.

The treated water from the chlorine contact tank is stored in an effluent storage tank. Effluent pumps deliver water both for process use and supply to irrigation reservoirs. A hydropneumatic tank provided on the process water line assures minimum supply pressure. The hydropneumatic tank is 20m3 ASME stamped carbon steel pressure vessel. The associated compressors, control and monitoring devices for automatic operation of the irrigation system are also supplied.

The irrigation reservoir receives the treated water from the sewage treatment plant for storage and subsequent distribution. The reservoir is provided with inlet control valves and four sets of pumps supply water to the irrigation system. The water passes through a further hydropneumatic tank to maintain a minimum pressure in the system.

Electrical equipment includes MCC’s, cabling, wiring, earthing, plant and street lighting, protection, etc. Four diesel generator sets are supplied for emergency electric supply. The generator sets prime rating varies from 87 kW to 1024 kW and is provided with both Auto/Manual Transfer switch (ATS/MTS) in line with the latest Water and Electricity Department requirements.

A central control panel monitors and controls the operation of the entire plant. A Mimic panel provides easy to understand graphic display or the various components of the plant and the status of each equipment is shown on the Mimic through illuminated LED’s.

In addition, the plant is equipped with a telemetry and SCADA system. The whole system monitors the Medinet Zayed Sewage Treatment plant and also all other pumping stations within the city and sewerage systems in the western region of Abu Dhabi. The entire water treatment package for the defined scope of work was commissioned in November 1998.

Since that time the plant has been in continuous and trouble-free operation. This has enabled the Authorities to achieve their objectives including the ability to increasingly turn the desert green.

Optimising Water Quality In Al Hamra Village

Background

Ras Al Khaimah (RAK), a fast growing touristic destination in the United Arab Emirates (UAE), is achieving yet another milestone in its fast development with the addition of exclusive residential and leisure resort; Al Hamra Village.

Located to the southern end of Ras Al Khaimah City, Al Hamra village is a picturesque site occupying a 5 million m2 that is set around salt water lagoons, a cluster of townhouses, villas, apartments, hotels and malls, a championship golf course and its own marina. It is the first standalone development in Ras Al Khaima.

The village is stringent in applying world class environmental measures, and its policies reflect this strategy. The resort assigned Metito the task of optimizing the management of water in the village through rehabilitating its facilities and bringing its water supply quality on par with international standards. The goal is to ensure a safe and convenient water supply to its inhabitants/ residents and to continue securing excellent amenities.

The Approach

The Challenge
The customer was experiencing severe corrosion of the whole system:

The main water supply from UTICO has high levels of TDS and Chloride along with low levels of water hardness (Calcium), alkalinity and residual Molybdate. In addition, high levels of iron (25-30ppm) and low PH of water are present which all led to severe corrosion of the of the whole systems.

The Scope

  • Provision of a Project Manager for the duration of the work
  • System survey to include specification for make-up, sample points
  • Supply of M-Series Chemicals to the site
  • Supplying of Stainless Steel Filter Bag Housings
  • Pre-Commissioning cleaning of pipework systems with supervision of the flushing works
  • Testing /Analysis of water during various stages of flushing to include microbiological test
  • Provision of final test reports and certificates

Process Overview

Metito water systems and control of the makeup water quality which has been highly corrosive by implementing a low cost and effective treatment programme:

  • Initial cleaning: Cleaning chemicals were added to take all adherent debris out of the system surfaces and disperse it in the circulating water
  • Preservation: Protecting the system against corrosion and microbiological growth
  • Addition of advanced anti-scalant products to provide effective control of Calcium Carbonate , Calcium Sulphate and Calcium Phosphate scaling and to minimise fouling
  • Addition of corrosion inhibitors to give protection for both ferrous and non-ferrous metals
  • Addition of biocides and dispersants to ensure control of microbiological growth
  • Neutralisation of the water’s alkalinity with sulfuric acid, thus leading to reduced alkalinity levels in the recirculating water which enabled Metito to reduce water usage in the cooling systems

Benefits and Results

Specific Benefit

Asset Protection – Cleaning / Passivation of all pipework and application of a full Metito WT Programme
– Corrosion reduction by reducing the iron level from 30 ppm to less than 1 ppm
Water Savings – Optimum Cycle of Concentration by implementing acid-dosing
– Increased cycle of concentration from 3 to 5 leading to decrease costs for make-up volume and water treatment chemicals
Energy Savings – Effective Chemical Cleaning process to give optimum Heat Transfer Efficiency on start up with removal of all deposits

Surface Water Treatment Plant

Introduction

Sousa is a touristic city located on the south Mediterranean coast. It is home to several beach resorts that are flocked by thousands of tourists every year. The city constitutes one of the major income inducing areas for the Tunisian government, and such the Tunisian government decided to establish a new water treatment plant. The new plant has a capacity of 26,000m3/day for potable use, and can accommodate the increasing demand for the water in this busy area.

The client, SONEDE (Societe Nationale d’Exploitation et de Distribution des Eaux), tendered the project on an urgent basis in a bid to meet the anticipated increase in demand which was expected in the summer of 2004. Metito was entrusted by SONEDE to execute and deliver the plant within 4months from date of award. The project encompassed the complete design, manufacturing, installation and commissioning of the plant, followed by two months performance reliability test. Classroom and field training of client personnel were also part of the services rendered under this contract.

Scope of Work

Metito’s responsibility included the design and supply of the following electromechanical process equipment, arranged in 3 streams:

  • Prechlorination system utilizing two sodium hypochlorite injection systems
  • Coagulation and flocculation systems utilising alum and polymers
  • 3 flash mixing tanks
  • 3 flocculation tanks
  • Packaged prefabricated steel tube settler clarifiers
  • 3 break tanks
  • Filter feed and backwash pumps
  • 3 automatic dual media multi-compartment filter vessels
  • PLC controls with Man-Machine interface

Key Benefits

  • A total solution that accommodates the water needs at Sousa
  • Prompt support for seasonal requirements
  • Timely execution without compromising quality or the capacity required to kick off the project, which were both imperative for the project
  • A packaged plant that could be easily and quickly deployed
  • A reliable design that meant trouble free automatic operation and minimum downtime
  • Full local support, and customer service, in a world-class quality, from a well established company

Boo Seawater Desalination Plant

Introduction

Nabq Bay, has been undergoing development since 1998 with 5-star rated hotels & resorts stretched alongside its coast. These resorts model environmental conservation, cultural preservation, design creativity, and beauty and diversity of entertainment. To serve the water needs for this area a sustainable solution was therefore required and establishing the Nabq Bay desalination plant was the ultimate solution.

Nabq plant is positioned at a unique location on the entrance of Aqaba Gulf (Red Sea), 10km north of Sharm El-Sheikh International Airport and 5km south of the borders of ‘’Nabq International Protectorate’’, where mangrove trees thrive. The plant is a seawater reverse osmosis desalination plant with a total capacity of 18,000 m3/day. It is owned by International Utilities Company, a subsidiary of Metito Utilities.

Scope of Work

Metito had the overall responsibility of carrying out the feasibility study, the environmental impact assessment, the construction of the plant and for operating the plant for a period of 25 years automatically renewed for 99 years in accordance with the USUFRUCT LAW for lands. The 1st phase went into operation in 2002 with a capacity of 1500 m3/day, reaching 18,000 m3/day, and the final phase launched in 2009.

The scope of work included the complete design, engineering, manufacturing, supply, installation, commissioning, startup, performance and reliability tests. This was then followed by the provision of operation and maintenance for the plant and management the 40 km network that serves more than 60 hotels and resorts. The project included:

  • Beach well pumps
  • Filter feed/backwash pumps, dual media pressure filters and cartridge filters
  • High pressure pumps with energy recovery units
  • Reverse osmosis units, skid mounted complete with instrumentation and control
  • Chemical injection systems for disinfection, scale control and pH adjustment
  • Brine deep well injection pumps

Key Benefits

  • Secure and stable high grade quality of water
  • Saving valuable prime land in the resort
  • No capital investment
  • Flexibility to increase water supply
  • Elimination of tanker transportation and maintenance cost
  • Elimination of possible contamination caused by road tankers
  • Reduction of electrical load at each individual hotel or resort
  • Reduction of power load at the plant itself through the use of pressure exchangers
  • Environmentally friendly project that help preserve marine life of the surrounding environment

Wastewater Treatment Plant

Introduction

Under the visionary leadership of Sheikh Mohamed Bin Rashid Al Maktoum vice president and prime minister of UAE and Ruler of Dubai, Palm Jumeirah township was inaugurated as an iconic project constructed off the coast of the emirate of Dubai. The project was built in the shape of a palm and has extended the stretch of Dubai coastline by more than 120 km. As Palm Jumeirah is the only modern structure seen from space, so is Metito’s on-site sewage treatment plant achieving many firsts.

Being host to some of the world’s renowned dignitaries and celebrities meant that all associated utilities demanded challenging innovations, adherence, and commitment to maintaining the highest standards of environmental protection and architectural aesthetics. The location of the plant on prime land left extremely limited space for plant buildings and respective facilities. Architecturally, the treatment plant is inside a circular building constructed below ground to keep it invisible. The given geometry, limited space and underground conditions presented a very difficult task of arranging the equipment, facilities, and utilities. Metito employed the MBR (membrane bio-reactor) process technology which is the latest technology in treating waste. This process requires a considerably reduced footprint than other conventional schemes and has the added advantage of producing high-quality treated water.

Special designs were adopted for an approach to allow operational access and equipment maintenance. Limited headroom dictated the use of a specially designed serpentine monorail that covers the whole workspace. The status of the location demanded zero tolerance for any unpleasant odor emissions.

The ventilation system, dehumidifier and odor control units in the workspace were carefully designed taking into consideration these stringent demands.

Scope of Work

This included the detailed engineering, manufacture, inspection, supply, storage, installation, testing and commissioning, start-up, performance test and training of personnel at site. It also included operation and maintenance of the plant for eight years.

Plant General Information

The sewage treatment facility mainly comprises the following units:

  • Inlet-works
  • Biological treatment
  • Sludge handling
  • Chemical cleaning
  • Electrical and control system

Plant Technical Characteristics

Raw sewage from the residential community is transferred to a main sewage lift station through two intermediate pumping stations.

The sewage treatment plant is designed to treat 18,000 m3/day of domestic sewage. The collected raw sewage is received through a 600 mm diameter underground main, and the incoming flow is metered before it enters the treatment units.

Plant Data Summary

Average daily flow 18.000 m3/day
Peak daily design flow 21.700 m3/day
Peak factor 2.5
Peak hourly flow 1875 m3/hr
Peak flow duration 2 hours

Influent Analysis

Temperature 22 -35 0C
BOD5 250 mg/l
COD 500 mg/l
TKN 55 mg/l
Assumed biodegradable TKN 50 mg/l
Suspended solids 250 mg/l
Phosphates 8 mg/l
Alkalinity Min. 210 mg/l
Oil & Grease < 40 mg/l
pH 6 – 9
Ammonia nitrogen 35 mg/l
Ambient Temperature 10 minimum

50 maximum

0C

0C

 Treated Water Quality

BOD < 10 mg/l
COD < 50 mg/l
TKN < 5 mg/l
Suspended Solids < 10 mg/l
Ammonia – Nitrogen NH3(N) < 3 mg/l
Total Nitroge (TN) < 30 mg/l
Fecal Coliform < 10 mg/l

Process Description

Inlet Works

Metered raw sewage from the mains is released into a concrete channel through two 3mm perforated plate fine screens operating on a duty/standby basis. While screenings are removed, the screen surface is cleaned by spray nozzles as the basket is rotates. For clean and easy handling, the collected waste from the screens is compacted and dewatered up to 40% w/w. A Vortex type grit removal system with grit classifier is installed after the screens to remove heavy grit particles.

Partially treated raw sewage enters two compartment equalization tanks The tank is constantly purged with enough air to maintain the sewage in agitation and prevent it turning septic.

Downstream membrane treatment is divided into six process trains to cater for plant turndown and to provide flexibility in operation. The common pump sump has six duty/ six standby feed pumps dedicated to transfer sewage to the Anoxic tanks.

The biological treatment of each process train comprises the following process units:

Anoxic Tank

The anoxic tank receives partially pretreated equalized sewage that has been intimately mixed with recycled flow from the anoxic recycle pumps. The returned flows contain nitrate due to the nitrification of ammonia in the membrane tank. Bacteria utilize the soluble and particulate COD in the incoming sewage to effect de-nitrification under anoxic conditions. Submerged mixers in each anoxic tank keep the bacteria in suspension and homogenously mixed with the soluble nitrate.

Aeration Tank

Sewage from the anoxic tanks passes to the aeration tanks by gravity. The aeration tanks provide an aerobic environment to ensure nitrification of ammonia and oxidation of BOD achieved by the provision of high efficiency fine bubble diffused aeration. The air supply to the diffuser system is monitored and controlled automatically to maintain optimum residual dissolved oxygen (DO) concentration in the tanks.

Membrane Bioreactor Tanks

Six membrane bioreactor tanks serve the function secondary aeration tank, whilst also assisting in the provision of air for the biological degradation processes. Each membrane tank contains 12 membrane units arranged in a double-deck configuration. To prevent surface, fouling, and membranes are continuously scoured by air supplied through diffused air pipe distributors below the membrane block.

Provision was made to chemically clean the membranes, if and when required. A diffuser flushing system is used to periodically flux the coarse bubble diffusers. Flux rate control is a critical operational feature hence flow through the membranes is controlled by modulating the permeate control valve to required flowrate through the flow meter on the permeate line.

Recycle Pump Control

The recycle pumps are subjected to intermittent operation to ensure a maximum recycle rate it low flow conditions. Intermittent operation is set according to the pre- determined schedule by a PLC.

Disinfection

The membrane process removes a large portion of bacteria from the sewage. Chlorination using sodium hypochlorite is imparted into treated streams to remove or inactivate any pathogenic bacteria that may grow in the tanks.

Sludge Digestion and Handling

Biological sludge is pumped to sludge digesters where it is digested and stabilized under aerobic conditions. Digested sludge is pumped to a dewatering centrifuge to produce sludge of 20 – 25% dryness. Concentrate from the centrifuge is returned to the plant inlet for recovery.

Electrical and Control Equipment

This includes state of an art SCADA system, PLC control panels, and MCCs. SCADA is implemented with a graphical depiction of the process as well as the graphical representation of process parameters and plant data that is also archived and retrievable. Power to the STP plant is fed from the facility substation which is equipped with dual incomers mains supply from DEWA as well as emergency supply from a generator. The design of the control equipment has taken into consideration the necessity for separate and independent operation of the MBR streams. so that failures in the control equipment associated with one stream will result in the shutdown of the affected stream only.

Project execution involved complying with the international standards and specifications drawn by the consultants. Important factors such as availability of plant, efficient use of manpower, high reliability and simplicity of maintenance have been considered in the design. The plant utilized minimum space whilst maintaining the overall architectural requirements. Technically, it provided a modern up to date process that ensures consistent water treatment quality. Metito completed this most challenging task to the entire satisfaction of the owner, and the successful operation of this entire complex was subsequently managed by Metito’s workforce.

Treated Sewage Effluent Polishing Plan, Mixed Bed Bio-Reactor (MBBR/Ultra-Filtration/ Reverse Osmosis)

Introduction

Dubai Parks and Resorts is an iconic project and the Middle East’s largest multi-themed leisure, entertainment, and theme park destination. The establishment is located on Sheikh Zayed road in Dubai, UAE, strategically located midway between Dubai and Abu Dhabi International Airports. Dubai Parks and Resorts is spread over 25 million square feet and features more than 73 attractions and rides spread across three theme parks: Motiongate Dubai, Bollywood Parks Dubai and Legoland Dubai. The park also includes: Lapita, a global Marriott operated family resort hotel (known as Hotel Lapita’’); River park; and a complementary and centrally located retail, dining and entertainment district connecting the three theme parks and the hotel.

An integral part of the infrastructure development for Dubai Parks and Resorts is the Lagoon which is strategically constructed across the establishment to enhance the overall landscaping and beautification of the resort. Considering the year round hot climate in the UAE, it is expected that the lagoon water may experience considerable evaporation. To address this challenge the Treated Sewage Effluent Polishing Plant, Mixed Bed Bio-Reactor (MBBR/Ultra-Filtration/Reverse Osmosis) project was developed as a sustainable solution.

Scope of Work

The scope of works awarded to Metito included the complete design engineering (process, mechanical, electrical, automation & control), equipment supply, and the installation and commissioning of the treatment process system and plant.

  • TSE Polishing: In this package, water from five streams: TSE water from Dubai Municipality and Dubai Parks STP: cooling tower blowdown and spent backwash water from carbon filters, UF systems and high-rate sand filters of the side stream filtration, are all treated by the UF-RO system to produce makeup water for the lagoon.
  • Side Stream Filtration: Overflow water and water drawn off by skimmer pumps from the lagoon is treated in high-rate sand filters and UV units to remove suspended impurities and disinfect the water. The disinfected water is then aerated and discharged back into the lagoon.
  • Pool Water Filtration & Chlorination: Overflow water and water is drawn by skimmer pumps from the Water Wheel Pool, another attraction in Dubai Parks, is passed through Dual Media Filters. Filtered water is then chlorinated to disinfect the water and discharge back into the pool.
  • Pumping Stations: The scope of work in this package is limited to providing the pumps and associated valves and piping for subsequent uses.

Key Benefits 

Dubai Parks and Resorts is a destination designed to be one of the most environment-friendly developments of its kind. Extensive landscaping and eco-friendly policies underline its focus on a green, clean environment. With the lagoon being an integral part of the destination landscaping, developing the TSE Polishing Plant as a solution to treat, recycle and reuse water as makeup water for the lagoon has many benefits:

  • The solution offers a more economically viable alternative for water provision compared to using other water resources for makeup water
  • The utilization of environmentally friendly and energy saving technology lowers the environmental footprint to a minimum, in line with the policies implemented across the establishment

Water Treatment for South Bangkok Combined Cycle Power Plant Stage II

Introduction

To cater for the increasing demand for power and for the surge in industrial needs, the Electricity Generating Authority of Thailand (EGAT) decided to build stage II of the South Bangkok Combined Cycle Power Plant to produce an additional 744 MW of power. The multi-million dollar contract was directly awarded by EGAT to Metito against international competition. The project demanded execution to the most stringent requirements laid down by EGAT and their consultants Black and Veatch International, Kansas City and Sindhu Pulsirivong Consultants, Bangkok. The complete works including the performance guarantee tests had to be executed within the jurisdiction of ASME codes, and the project had to be completed within a critical time frame. Metito took on the challenge, and fully performed to the satisfaction of the respective authorities.

Scope of Work

The scope included the complete design, engineering, manufacture, supply, inspection and testing, fabrication, installation, commissioning and performance test of the water and wastewater treatment packages which comprise the following:

  • Circulating water make-up treatment system utilising four automatic cyclone separators to treat a flow of 3780 m3/h. The system clarifies water from the Chao Phraya river, where suspended solids level varies widely due to strong tidal influences
  • Ion exchange demineralization plant for cycle make-up system with a capacity of 147.6m3/h, including activated carbon filters, primary cation exchangers, forced draft degasser, primary anion exchangers and a mixed bed polisher, all in two 50% streams
  • Chemical waste collection and treatment system operating on a 600 m3 batch treatment principle
  • 90 m3/day extended aeration sanitary drainage & treatment system
  • Auxiliary water supply units – 150 m3/h each
  • Miscellaneous mechanical and architectural services along with HVAC, lighting, fire protection and communication systems
  • DCIS based complete control systems for overall plant operation

Key Benefits

  • A total solution for the power plant water and wastewater treatment needs
  • An efficient design that takes into consideration the stringent requirements laid down by the owner and the project manager
  • Client ease of mind since all packages are handled by one contractor, Metito
  • A reliable plant that takes into consideration the varying quality of the feedwater
  • A safe proof design that meant trouble free operation and minimum downtime
  • Timely execution which was imperative for startup of the power plant
  • Full local support from a well established company with ‘’Local Presence and Global Knowhow’’