Client SN Aboitiz Power (SNAP)
Location Baguio City, Philippines
Contract Construct Only

Project Capabilities

Building Civil Electrical Mechanical Pipelines Tunnelling & Underground Hydropower & Dams
 

Fast Facts

  • 1,700 t of grout
  • 700 t of rebar
  • 230 t of steel lining
  • 2 hydropower plants
  • 4 million hours
  • 2 million hours LTI free
  • 19,000m3 of concrete
  • 8,000 m3 of shotcrete

 

Bringing sustainable hydro developments back to life

State-owned National Power Corporation (NPC) commissioned the first Philippines hydro electric power plant in Ambuklao, far north Philippines in 1956 and downstream Binga power plant in 1960.

At the time of construction, the Ambuklao Dam harnessed the second largest hydro-electric reservoir in Asia. Landslide erosion and prolonged silt infiltration attributed to an earthquake in 1990 rendered the Ambuklao power plant inoperable and in 1999 it was shutdown. Subsequently, in 2007, NPC announced the auction of both
the Ambuklao and Binga hydro-electric plants for privatisation.

At this time, the internationally established renewable energy corporations SN Power of Norway, and Aboitiz Power Renewables Inc. of the Philippines united to create
SN Aboitiz Power-Benguet (SNAP). SNAP seized this renewable energy opportunity, winning the bidding and thus ownership of both power plants. Tenders then called for the
rehabilitation package of both power plants.

The US$100m contract for the Ambuklao and Binga Rehabilitation Project was awarded to McConnell Dowell Philippines Inc. in 2008.

The isolated location of the project posed logistical challenges, with the mountainous terrain restricting accessibility and communication. Along with volcanic activity, the region endures months of rainfall saturation during the wet season, promoting land subsidence and triggering landslides that block road access to the site.

Construction

To bring the power generating facility back to life, the project scope entailed the successful rehabilitation and construction of six individual tunnels, two intake structures and a 150m drop shaft. The power stations operate as peaking plants, supplying power to the Luzon grid.

McConnell Dowell combined expert project knowledge with proven construction techniques to complete the project safely and efficiently.

Ambuklao Power Plant

The projects main construction site was located near the village of Ambuklao, in the Philippines. Between steep valley walls of dense vegetative terrain, McConnell Dowell established sites on the flats of the floodplain banks, where the natural waterway flowed prior to construction of the Ambuklao dam wall. Following laboratory testing and compliance, aggregates were sourced and screened from the local riverbank.

Construction included:

  • Intake structure 13.5 m wide and 24 m deep, built within a 40 m coffer dam
  • Shaft 6 dia and 124 m deep
  • Access tunnel 4 x 5 m and 81 m long
  • Headrace tunnel 6.8 m dia and 191 m long trifurcating into three 3.4 m dia penstocks of 80 m, 68 m and 66 m lengths
  • Rehabilitation of the 2 km tailrace tunnel
  • Tailrace outlet structure 16.4 m high, 9 m wide and 20 m deep
  • Refurbishment of the powerhouse and valve chamber.

A workforce of local personnel was upskilled and expatriates were integrated into the team. McConnell Dowell provided international standard workforce training to ensure the implementation of high safety standards and quality workmanship procedures.

All tunnels were excavated by drill and blast methods using a computerised twin boom AMC jumbo, scoop tram and OT loader to muck. The higher pressure conveyance structures are steel penstocks and all other waterways are concrete lined. New bulkheads were installed to maintain the spillway gates and surge tanks, and silt control measures were implemented. Three new turbines with an additional 10 MW each increased the plant’s power generation from 75 MW to 105 MW. The construction works at Ambuklao included the decommissioning of a deteriorated section of the existing headrace tunnel. The access tunnel and working chamber were excavated through the rock and stabilised 10 m above the headrace tunnel. Initially, the concept was to plug the headrace tunnel by drilling from the chamber above and tremie-pouring a plug through multiple blow out preventer caissons during live flowing conditions. This was a challenging and complex proposal that inspired technical innovation and specialist workshops.

During the operation, the region was exposed to Cyclone Pepeng, which had devastating effect on the local village, people and project. Wide-scale flooding caused erosion and silt infiltration into the hydro scheme, chocking the ball valves and providing a window of opportunity to permanently seal the system. A new headrace tunnel was excavated which bypassed the redundant section of tunnel and reconnected into the new penstocks to complete the new system.

Binga Power Plant

Binga Hydro Power Plant is the project’s second worksite located approximately 10 km downstream of Ambuklao. The Binga plant was upgraded from 100 MW to 120 MW of power generation to achieve an average annual production of 420 GWh. Dam rehabilitation works were carried out on the spillway and new instrumentation was installed.

Construction elements included:

  • Intake structure 14.5 m wide and 29 m deep
  • Access tunnel 5 m dia and 241 m long and headrace tunnel 7.8 m dia and 159 m long
  • Critical shutdown to enable final connection between existing and new infrastructure
  • Refurbishment of existing dam and spillway
  • New transformer and substation facilities.

Extensive value engineering and risk management workshops ensured the team developed and implemented constructions methodologies to meet the various project challenges.

Value Engineering

McConnell Dowell overcame wideranging technical challenges, from extreme environmental conditions to complex scenarios requiring specialist engineering expertise.

These included:

High Water Pressure

Overcoming a constant high pressure environment that posed the risk of water outburst during the chamber and plug operations was a complex and ongoing challenge. Pre-excavation grouting techniques were implemented to stabilise and consolidate the rock surrounding the tunnel excavations, particularly in the zone directly above the existing headrace tunnel under 15 bar pressure. Additional grouting mitigation operations were undertaken to improve the permeability around and below the plug chamber.

Live Flowing Conditions

Design and engineering workshops were tailored to address and reduce the risks associated with penetrating and pouring into a tunnel containing flowing water under 130 m of head. The team successfully met the challenge of managing the work under these fixed parameters.

Specifications

The project was a brownfield development with limited pre-existing drawings to assist the planning and design. We worked with project designer Norconsult to develop the concept into a detailed design, and built the project in compliance with American Standards.

Material Management

Jet flushing and dewatering methods were developed to disturb and extract the silt in the existing headrace tunnel prior to the plug tremie pour. The plug planning phase included the development of a concrete mix. Practical trials of this mix demonstrated that the combination of constituents would perform as designed for the underwater conditions against high volume water flow. The aggregates used in the mix were sourced at the local riverbed, and then washed and screened to meet specific requirements for use across the projects concrete works.

Maintaining Facility Operations

Binga remained operational during the upgrade of its power plant. The breakthrough to connect the new tunnel into the existing infrastructure was undertaken during its shutdown and was completed efficiently in less than one month.

Challenging Excavations

Working on two existing brownfield sites, both intake structures were excavated to great depths on the hillsides of the dam. Ground stabilisation and site utilisation were critical to the success of building these structures.

Workshops & Planning

A series of senior-level intensive workshops were undertaken, where value for money, design, risk, OHS and quality outcomes were reviewed.

This process reviewed the following key areas:

  • Construction of the Headrace Plug using underwater high pressure drilling and concrete injection
  • Mitigation plans and preconstruction techniques to control water ingress
  • Methods and techniques to manage the 1400 kPa water pressure around the existing underground valve chamber.

Corporate Social Responsibility

As part of McConnell Dowell’s Corporate Social Responsibility (CSR) program, staff at the Ambuklao and Binga Hydro-Electric project undertook a number of community improvement initiatives.

These included:

  • The installation of a vertical in-line multi-stage centrifugal pump and 10 KVA transformer, to provide potable water to the local village, thus saving them numerous daily trips carrying water uphill
  • The implementation of two selfsustainable, environmentally preferable charcoal briquette manufacturing plants, and training for the production of charcoal briquettes – a recycling concept that provides an ongoing business to host communities
  • The successful completion of local educational programs in schools including first aid, river safety, road safety awareness, and career advice and safety poster competitions
  • The distribution of waste bins made out of empty steel drums
  • The donation of emergency response equipment to local police, such as helmets, traffic cones, cap lamps and high visibility vests for use during emergencies.

The hydro system was handed over in June 2011 following its successful rehabilitation, and will continue to generate 755 GWh of emissionfree renewable electricity each year, abating an estimated 555,000 tonne of CO2 from displaced thermal generation.

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