© Yan & Partners, 2026
EnTc
Hydraulic

Kai Tak River: riverbed inspection, drain seals and diversion screens

Three years of diving work in the Kai Tak River for the Central Kowloon Route: a CCTV survey of the riverbed, steel seal plates for live drains, and underwater diversion screens around the new bridge platform.

Year
2020 – 2022
Client
Union King Engineering Limited
Location
Kai Tak, Kowloon
Status
Completed
Category
Hydraulic

The Kai Tak River runs straight through one of the busiest construction sites in Kowloon. Building the Central Kowloon Route's Kai Tak East section meant working in and over a live river, and a lot of that work had to happen underwater.

2020: mapping the riverbed

Before the temporary works went in, divers swam the riverbed with a CCTV camera and recorded what was down there, chainage by chainage: loose rubble of 300–600 mm, slabs of broken concrete, old steel frames, channel sections and the depth of silt. Everything was plotted onto one riverbed plan so the contractor knew exactly what had to be cleared.

In the same year we designed the steelwork to seal off a branch drain where it joined the box culvert.

2021: sealing live drains

Several drain pipes still discharged into the river where the new structures would sit. We designed bolted seal plates for the Ø1,200 mm and Ø1,350 mm pipes: a 6 mm steel sheet stiffened with 100 × 50 mm channels, fixed to a 50 × 50 mm angle ring with twelve M16 bolts, a 10 mm rubber pad and a stop-leak compound behind it, and sandbags packed against it. Each piece is sized for a diver to carry and fit by hand.

2022: diversion screens around the bridge platform

To steer the river flow around the piles of the new bridge platform, we installed heavy tarpaulin screens from +2.5 mPD down to −1.5 mPD at 8–10 locations. The sheets came in three sizes (6.5 × 4 m, 6 × 4 m and 1 × 4 m), each held by three Ø48 mm galvanised pipes at +2.5, +1.5 and −1.5 mPD and tied back to the platform frame.

  1. Sheets and pipes are prepared on a working platform on the bank.
  2. A crane lifts them onto a small boat, which carries them along the river to each location.
  3. Technicians stage them at +3.0 mPD; divers fit them below the waterline.
  4. Every location is photographed above and below water and handed over in a report.

Stage 2 ran from April to May 2022 and Stage 3 in September 2022.

Site photos

Diversion sheets under the bridge platform · 橋台下的導流防水布
Diversion sheets under the bridge platform · 橋台下的導流防水布
Sheets fixed along the platform frame · 沿台架固定的防水布
Sheets fixed along the platform frame · 沿台架固定的防水布
Preparing sheets on the working platform · 在工作平台上預先加工
Preparing sheets on the working platform · 在工作平台上預先加工
Joint at +2.5 mPD, location 4 · 第4位置 +2.5mPD 接口
Joint at +2.5 mPD, location 4 · 第4位置 +2.5mPD 接口
Joint at −1.5 mPD, location 5 · 第5位置 −1.5mPD 接口
Joint at −1.5 mPD, location 5 · 第5位置 −1.5mPD 接口
Sheet toe at −1.5 mPD · −1.5mPD 防水布底部
Sheet toe at −1.5 mPD · −1.5mPD 防水布底部
Stage 3, work from the bank · 第三階段岸上施工
Stage 3, work from the bank · 第三階段岸上施工
Stage 3, row 5 from downstream · 第三階段第五行(下游望上游)
Stage 3, row 5 from downstream · 第三階段第五行(下游望上游)
Riverbed CCTV, chainage 0 · 河床CCTV檢測 CH0
Riverbed CCTV, chainage 0 · 河床CCTV檢測 CH0
Riverbed CCTV, chainage 110 · 河床CCTV檢測 CH110
Riverbed CCTV, chainage 110 · 河床CCTV檢測 CH110
Riverbed CCTV, chainage 140 · 河床CCTV檢測 CH140
Riverbed CCTV, chainage 140 · 河床CCTV檢測 CH140

Drawings

Riverbed inspection record, April 2020 · 河床CCTV檢測報告
Riverbed inspection record, April 2020 · 河床CCTV檢測報告
Sealing a branch drain, 3D, March 2020 · 封渠立體圖
Sealing a branch drain, 3D, March 2020 · 封渠立體圖
Ø1200 seal plate, June 2021 · Ø1200筒止水板
Ø1200 seal plate, June 2021 · Ø1200筒止水板
Ø1350 seal plate, Sept 2021 · Ø1350筒止水板
Ø1350 seal plate, Sept 2021 · Ø1350筒止水板
Diversion sheet layout, 3D · 導流防水布立體圖
Diversion sheet layout, 3D · 導流防水布立體圖
Stage 2 photo positions · 第二階段照片位置
Stage 2 photo positions · 第二階段照片位置
Stage 3 photo positions · 第三階段照片位置
Stage 3 photo positions · 第三階段照片位置