Summary of Kuching Centralised Sewerage System (Zone 1, Package 1)

Scientific Concepts, Discoveries, and Nature Phenomena

• Wastewater Management Challenges in Kuching City
  • Kuching, the capital of Sarawak with ~500,000 population, faces river and waterway pollution due to outdated wastewater treatment methods.
  • Black water (toilet wastewater) is currently treated by individual septic tanks, which are inefficient, prone to leakage, and overflow.
  • Grey water (from kitchens and bathrooms) is discharged untreated into waterways, further polluting the environment.
  • Pollution affects the Sarawak River and other waterways, necessitating a modern, centralized wastewater management system.
• Modern Centralized Sewerage System Design
  • The project aims to replace septic tanks with a centralized sewer system covering densely populated areas.
  • It includes a gravity flow sewer system, a centralized Wastewater Treatment Plant (WWTP), and property connections.
  • The gravity flow sewer system eliminates the need for intermediate pump stations by using gravity to transport sewage to the WWTP.
  • The WWTP is designed for 100,000 population equivalent, expandable to 400,000, and will treat wastewater to meet environmental standards before discharging effluent into the Sarawak River.
• Sewer Network Components and Coverage
  • Sewer system covers five key city zones (A to E), connecting commercial complexes, institutions, and residential properties.
  • Network includes 64.5 km of sewer pipes: trunk, secondary, and tertiary sewers with pipe diameters from 225 mm to 1,500 mm.
  • Trunk sewer runs under the Sarawak River and branches into secondary and tertiary sewers that connect to individual properties.
• Construction Technologies and Methods
  • Three main construction methods are used depending on soil conditions and sewer depth:
    • Slurry Method: Trenchless tunneling in hard rock at depths >6 m using tunnel boring machines (TBM), minimizing surface disruption.
    • Augering Method: Trenchless pipe laying in softer soil at depths 2.5–6 m, also using TBM with laser guidance and minimal traffic disruption.
    • Open Cut Method: Conventional trench excavation for shallow sewers (<2.5 m depth), involving surface excavation and reinstatement.
• Wastewater Treatment Plant Components
  • Facilities include guard house, operation building, generator house, substation, inlet pump station, activated sludge reactor, flow distribution chamber, secondary clarifiers, sludge dewatering and thickening building, and biofilter.
  • The plant uses activated sludge process for biological treatment to meet environmental discharge standards.
• Property Connection Methodology
  • Residential wastewater is collected via pipes to inspection chambers near property boundaries, then connected to the public sewer.
  • In cases where gravity flow is insufficient, small pumps are used to lift wastewater to the sewer.
  • Existing septic tanks and private treatment plants will be decommissioned, disinfected, and backfilled.
  • Commercial and institutional complexes have larger collection systems feeding into the public sewer.
• Environmental and Social Impact
  • The project aims to rehabilitate the Sarawak River and improve urban water quality.
  • Public cooperation is essential for property connections and project success.
  • The system is capital intensive and will be implemented in phases, starting with this pilot package.

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Project Components Summary

• Scope:
  • First package covers 5 city zones with mixed commercial and residential areas.
  • Sewer network: 64.5 km total (7.7 km trunk, 5.4 km secondary, 51.4 km tertiary).
  • WWTP capacity: 100,000 population equivalent, expandable to 400,000.
• Construction Methods:
  • Slurry tunneling (deep rock)
  • Augering tunneling (soft soil)
  • Open cut (shallow trenches)
• Treatment Process:
  • Inlet pumping
  • Activated sludge reactor
  • Secondary clarifiers
  • Sludge handling and biofiltration
• Property Connections:
  • Inspection chambers at property boundaries
  • PVC pipe connections (100–225 mm diameter)
  • Possible use of pumps for elevation changes
  • Decommissioning of septic tanks and private treatment plants

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Researchers and Sources Featured

• Organizations and Companies:
  • State Sewerage Services Department, Sarawak
  • Consortium of contractors:
    • Come Foolin Mission Matsu Hoc Singley Consortium
    • Scenario Farad (ceramic-based construction, est. 1983)
    • Mission Matsu Construction Company Limited (Japan, est. 1874)
    • Hoaxing Liebherr Han (Malaysia, infrastructure experience over 30 years)
• Authorities:
  • World Health Organization (WHO) – declared Kuching a healthy city
  • Malaysian Government – Ninth Malaysia Plan approval and funding

Category

Science and Nature

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