Xiluodu Dam, Jinsha River, China


Xiluodu

The Xiluodu double-curvature arch dam was built by China Three Gorges Corporation (CTGPC). It is the second largest dam in China, next only to the Three Gorges Dam (TGD) in terms of size, construction cost and generating capacity.

The new dam was constructed in the lower Jinsha River, which is a major tributary of the Yangtze River. The dam is located on the upper reaches of the Yangtze River between Yunnan Province and Sichuan Province.

Construction of the CNY50.34bn ($6.2bn) dam project began in December 2005, with the concreting commencing in 2008. Construction of the dam was completed in 2013.

With a reservoir capacity of 12.67 billion cubic metre (bcm) and flood control capacity of 4.65bcm, the Xiluodu Dam and TGD is capable of preventing floods up to 4.6bcm in the middle and lower parts of the Yangtze.

Purpose of the Xiluodu Dam project

"The new dam was constructed in the lower Jinsha River, which is a major tributary of the Yangtze River."

As well as alleviating the control of flooding on the Yangtze River, the Xiluodu Dam project also generates power. In addition, it helps with flood prevention, sediment control and navigation improvement.

The new dam complements the TGD and helps ease sediment collection in the reservoir. It also improves navigation system downstream.

The dam was built as part of the China West Development Strategy, which aims to boost the economy of six provinces, five autonomous regions and one municipality in Western China.

CTGPC is currently constructing two other dams, Baihetan and Wudongde, which are also located on the Jinsha River.

Details of the Chinese dam

The overall elevation of the dam crest is 600m, with the concrete double-curvature arch being 285.5m high and 700m long. Up to 16.72m3 of concrete was used for constructing the dam, which comprises of seven surface spillways and eight outlets.

"The Xiluodu double-curvature arch dam was built by China Three Gorges Corporation (CTGPC)."

There are four overflow tunnels, two each on the left and right banks. The reservoir capacity is about 12.67bcm, with 4.65bcm utilised for flood control.

The dam generates power from two underground power stations, one on the right bank and one on the left. The two stations are equipped with nine turbines each with an overall power generation capacity of 12.6GW.

The Jinsha River was dammed using five control gates in November 2007, with the area of the dammed part measuring 47m wide and the flow of water at seven metres per second. Four of the five control gates weigh 1,200t each, while one control gate weighs 1,600t.

The construction of the dam was carried out using belt conveyors, crawler tractors, hydraulic excavators, rock trucks and wheel loaders.

Problems faced by CTGPC

The construction of Xiluodu Dam began in December 2005 after being halted temporarily by the State Environmental Protection Administration (SEPA) in January 2005 due to the lack of a satisfactory environmental impact assessment. The project site is located in a rare fish reserve and earthquake-prone area and required preservation measures to obtain the permit for construction.

In 2009 it was decided that the dam's height should be increased to 285.5m, which resulted in design changes and escalated the construction cost by around $250m. It also required the generation of about CNY10m in unauthorised funds.

The project is said to have relocated about 7,300 people and is expected to displace about 50,000 people in the long-term.

Contractors and finances behind Xiluodu Dam

The dam's design was provided by the Chengdu Hydroelectric Investigation Design & Research Institute of State Power Company (CHIDI). Ansys played crucial roles in studying the dam's feasibility.

The financiers for the project included Yangtze Power, China Development Bank (CDB) and China Construction Bank.

Citic Heavy Machinery supplied the headstock gears used for operating the gates at the dammed area of Jinsha River, while Vacon provided 20 NXP drive units for powering the headstock gears.

Belt conveyors for the laying of concrete were supplied by Putzmeister. The belt conveyer used for the project is the Telebelt TB 110G.


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