Third Set of Locks Project
The current plan is for two new flights of locks to be built parallel to, and operated in addition to, the old locks: one east of the existing Gatun locks, and one southwest of the Miraflores locks, each supported by approach channels. Each flight will ascend from sea level directly to the level of Gatun Lake; the existing two-stage ascent at Miraflores and Pedro Miguel locks will not be replicated. The new lock chambers will feature sliding gates, doubled for safety, and will be 427 meters (1,400 ft) long, 55 meters (180 ft) wide, and 18.3 meters (60 ft) deep. This will allow the transit of vessels with a beam of up to 49 meters (160 ft), an overall length of up to 366 meters (1,200 ft) and a draft of up to 15 meters (50 ft), equivalent to a container ship carrying around 12,000 containers, each twenty feet (6.1 m) in length (TEU).
The new locks will be supported by new approach channels, including a 6.2 km (3.9 mi) channel at Miraflores from the locks to the Gaillard Cut, skirting Miraflores Lake. Each of these channels will be 218 meters (715 ft) wide, which will require post-Panamax vessels to navigate the channels in one direction at a time. The Gaillard Cut and the channel through Gatun Lake will be widened to at least 280 meters (918 ft) on the straight portions and at least 366 meters (1,200 ft) on the bends. The maximum level of Gatun Lake will be raised from 26.7 meters (87.5 ft) to 27.1 meters (89 ft).
Each flight of locks will be accompanied by nine water reutilization basins (three per lock chamber), each basin being approximately 70 meters (230 ft) wide, 430 meters (1410 ft) long and 5.50 meters (18 ft) deep. These gravity-fed basins will allow 60% of the water used in each transit to be reused; the new locks will consequently use 7% less water per transit than each of the existing lock lanes. The deepening of Gatun Lake and the raising of its maximum water level will also provide significant extra water storage capacity. These measures are intended to allow the expanded canal to operate without the construction of new reservoirs.
The estimated cost of the project is US$5.25 billion. The project is designed to allow for an anticipated growth in traffic from 280 million PC/UMS tons in 2005 to nearly 510 million PC/UMS tons in 2025. The expanded canal will have a maximum sustainable capacity of approximately 600 million PC/UMS tons per year. Tolls will continue to be calculated based on vessel tonnage, and will not depend on the locks used.
The new locks are expected to open for traffic in 2015. The present locks, which will be 100 years old by that time, will then be able to give engineers greater access for maintenance, and are projected to continue operating indefinitely. An article in the February 2007 issue of Popular Mechanics magazine describes the plans for the canal, focusing on the engineering aspects of the expansion project. There is also a follow-up article in the February 2010 issue of Popular Mechanics.
On September 3, 2007, thousands of Panamanians stood across from ParaĆso Hill in Panama to witness a huge initial explosion and launch of the Expansion Program. The first phase of the project will be dry excavations of the 218 meter (715 ft) wide trench connecting the Gaillard Cut with the Pacific coast, removing 47 million cubic meters of earth and rock. By June 2012, a hundred-foot-tall reinforced concrete monolith had been completed, the first of 46 such monoliths which will line the new Pacific-side lock walls. By early July 2012, however, it was announced that the canal expansion project had fallen six months behind schedule, leading the expansion to open in April 2015 rather than October 2014, as originally planned.
Read more about this topic: Panama Canal, The Future
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