Kei's
© Yan & Partners, 2026
EnTc
Hydraulic

Exhibition Station: sealing and reopening drains in a live culvert

Confined-space diving on the Shatin to Central Link at Exhibition Station: surveying a flooded box culvert, sealing branch drains from Ø900 to Ø2,100 mm, and later removing the temporary bulkheads.

Year
2019 – 2022
Client
Union King Engineering Limited, for Leighton – China State JV
Location
Wan Chai, Hong Kong Island
Status
Completed
Category
Hydraulic

Building Exhibition Station on the Shatin to Central Link meant diverting permanent storm drains into a box culvert while they were still carrying water. Every seal and every bulkhead had to be fitted, and later removed, by divers working inside the culvert.

Survey (July 2021)

Working in pairs with a standby diver, the team entered through the manholes, measured the Ø900 mm branch drain for its seal plate, found the leaks at the existing temporary plate by knocking from one side while a diver on the other watched under positive pressure, and searched more than 100 m up the culvert for a Ø1,200 mm branch, found as a 1,300 × 900 mm opening.

Seal plates

We measured each opening and designed a segmented steel seal for it: Ø900, Ø1,030, Ø1,200 and Ø1,500 mm branches, and the 2,100 mm shaft at Leighton Road. Each seal is a 10 mm angle frame anchored with expansion bolts, 20 mm locking plates and bolted closing panels, sized so a diver can carry and fit every piece.

Removing the bulkheads (May 2022)

When the diversion was complete, two temporary bulkheads of 1.3 × 1.3 m and 2.3 × 2.8 m, both 20 mm plate, came out:
1. Drill the culvert roof and fix lifting eyes; hang a 1.5-tonne chain block on each plate.
2. Cut all the nuts with a pneumatic saw and pull the plates free.
3. Fit floats to the plates to take their weight, and pull them by rope to the manhole.
4. Lift them out by crane.
5. Cut off the remaining bolts and fill the holes with cement mortar.

Earlier, in 2019, we also planned the clearing of settled grout from the culvert.

From the drawings

The same seal design was used at Kai Tak River for Ø1,200 and Ø1,350 mm pipes. In February and March 2021 a diver also broke out about 30 m³ of hardened cement grout from inside a Ø1,030 mm sewer with a pneumatic breaker, before the 12 m and 28 m runs were sealed.

Site photos

Existing temporary bulkhead · 現有臨時封板
Existing temporary bulkhead · 現有臨時封板
Bulkhead bracing · 封板支撐
Bulkhead bracing · 封板支撐
Leak point at the temporary plate · 臨時封板滲漏位置
Leak point at the temporary plate · 臨時封板滲漏位置
Branch drain opening · 支渠渠口
Branch drain opening · 支渠渠口
Seal plate ready on site · 待安裝的封板
Seal plate ready on site · 待安裝的封板
Anchor for the seal frame · 封板框錨固
Anchor for the seal frame · 封板框錨固
Culvert interior · 渠道內部
Culvert interior · 渠道內部
Branch drain before sealing · 封閉前的支渠
Branch drain before sealing · 封閉前的支渠
Seal plates installed underwater · 水下已安裝封板
Seal plates installed underwater · 水下已安裝封板
Seal plates in the culvert · 渠內封板
Seal plates in the culvert · 渠內封板

Drawings

Seal plate, exploded 3D · 止水板立體圖
Seal plate, exploded 3D · 止水板立體圖
Plan, section and details · 平面、剖面及細節
Plan, section and details · 平面、剖面及細節
Ø900 seal plate, 3D · Ø900筒止水板立體圖
Ø900 seal plate, 3D · Ø900筒止水板立體圖
Ø900 seal plate details · Ø900筒止水板
Ø900 seal plate details · Ø900筒止水板
Ø1200 seal plate · Ø1200筒止水板
Ø1200 seal plate · Ø1200筒止水板
Ø1030 seal plate · Ø1030筒止水板
Ø1030 seal plate · Ø1030筒止水板
Ø2100 shaft, measuring the opening · Ø2100筒呎吋量度
Ø2100 shaft, measuring the opening · Ø2100筒呎吋量度
Culvert survey, May 2022 · 渠道檢測報告
Culvert survey, May 2022 · 渠道檢測報告
Removing the 2.8 m bulkhead · 拆除臨時封板程序
Removing the 2.8 m bulkhead · 拆除臨時封板程序
Clearing settled grout, 2019 · 清理沉漿示意圖
Clearing settled grout, 2019 · 清理沉漿示意圖