Wulong, Yiluo River rubber dam project, Henan, China

Yiluo River Rubber Dam, Wulong

4.5 m water-retaining height · 230 m total length · Central China

Wulong, Yiluo River rubber dam, Wulong, Yiluo River, Henan, China
Project data sheet

Wulong, Yiluo River, Henan, China

Project data sheet for Wulong, Yiluo River, Henan, China
Project nameWulong, Yiluo River
Project locationWulong, Yiluo River, Henan, China
RegionCentral China
Dam typeRubber dam — fabric-reinforced inflatable dam bag
Dam designBaoli (in-house design & manufacture)
Water-retaining height4.5 m
Spans / openingsOn request
Max single spanOn request
Total length230 m
ApplicationRegional flood control · Water storage · Water-level regulation
Dam bag seriesJBD series, 0.5–6 m height range
Drawings & test reportsAvailable on request
Scope & Outcome

What This Project Required

A multi-span coordinated rubber dam for hilly river regulation. Independent spans enable flexible joint operation for variable water levels, supporting regional flood control and water storage across the Yiluo River basin.

4.5 m

Water-retaining height

230 m

Total dam length

On request

Spans / openings

Central China

Project region

Challenge & Approach

Sediment Duty on a Yellow River Tributary

The Yiluo system inherits the Yellow River's defining problem: water that arrives thick with loess sediment. Any dam that ponds the flow too deep lets that load settle against the face, and the storage dies within seasons.

This line is run as a flushing structure first and a storage dam second. The 4.5 m crest holds a working pool for flood-season storage and level regulation, but the operating schedule drops the bays on a rhythm matched to the sediment cycle — releasing accumulated silt downstream while it is still in motion instead of letting it build. Bag and anchorage at this height class use a heavy fabric build matched to the class, because a sediment-charged flow is an abrasive flow. The payoff is a dam on a tributary most engineers would write off, built to keep trading water and passing sediment for the long term.

Build & Operation

Two Ways to Hold the Clamp Line

Where the slab is formed with an anchor groove, the bag can be held by a concrete wedge instead of by bolts. The fabric and the underlay are rolled around a core and pushed into the groove, then front and rear wedges are driven in alternately and hammered until the rear wedge reaches its depth and the fabric is pinched tight. The core is what keeps the fabric from being cut by the wedge, and it is why the detail survives the movement a bag makes each time it fills and empties.

A high bag has less margin than a low one, and the operating rules reflect that. It is kept within the height and pressure it was designed for, never over-filled to gain a little more head, and it is filled and emptied with the outlet path clear. A one-way dam is not used to hold water from the downstream side: the bag is built to take head on one face, and reversing it puts the clamp line under a load it was never shaped for.

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