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巴拿马运河简介(巴拿马运河通过的最大吨位)

来源：旅游攻略www.caoyuantianlu.org

巴拿马运河的英文简介

History

The history of the Panama Canal goes back to 16th century. After realizing the riches of Peru, Ecuador, and Asia, and counting the time it took the gold to reach the ports of Spain, it was suggested c.1524 to Charles V, that by cutting out a piece of land somewhere in Panama, the trips would be made shorter and the risk of taking the treasures through the isthmus would justify such an enterprise. A survey of the isthmus was ordered and subsequently a working plan for a canal was drawn up in 1529. The wars in Europe and the thirsts for the control of kingdoms in the Mediterranean Sea simply put the project on permanent hold.

In 1534 a Spanish official suggested a canal route close to that of the now present canal. Later, several other plans for a canal were suggested, but no action was taken. The Spanish government subsequently abandoned its interest in the canal.

In the early 19th century the books of the German scientist Alexander von Humboldt revived interest in the project, and in 1819 the Spanish government formally authorized the construction of a canal and the creation of a company to build it. The discovery of gold in California in 1848 and the rush of would-be miners stimulated Americas interest in digging the canal

Various surveys were made between 1850 and 1875 showed that only two routes were practical, the one across Panama and another across Nicaragua. In 1876 an international company was organized; two years later it obtained a concession from the Colombian government to dig a canal across the isthmus. The international company failed, and in 1880 a French company was organized by Ferdinand Marie de Lesseps, the builder of the Suez Canal.

In 1879, de Lesseps proposed a sea level canal through Panama. With the success he had with the construction of the Suez Canal in Egypt just ten years earlier, de Lesseps was confident he would complete the water circle around the world.

Time and mileage would be dramatically reduced when travelling from the Atlantic to the Pacific ocean or vice versa. For example, it would save a total of 18,000 miles on a trip from New York to San Francisco.

Although de Lesseps was not an engineer, he was appointed chairman for the construction of the Panama Canal. Upon taking charge, he organized an International Congress to discuss several schemes for constructing a ship canal. De Lesseps opted for a sea-level canal based on the construction of the Suez Canal. He believed that if a sea-level canal worked when constructing the Suez Canal, it must work for the Panama Canal.

In 1899 the US Congress created an Isthmian Canal Commission to examine the possibilities of a Central American canal and to recommend a route. The commission first decided on a route through Nicaragua, but later reversed its decision. The Lesseps company offered its assets to the United States at a price of $40 million. The United States and the new state of Panama signed the Hay-Bunau-Varilla treaty, by which the United States guaranteed the independence of Panama and secured a perpetual lease on a 10-mile strip for the canal. Panama was to be compensated by an initial payment of $10 million and an annuity of $250,000, beginning in 1913. This strip is now known as the Canal Zone.

The Construction

The length of the Panama Canal is approximately 51 miles. A trip along the canal from its Atlantic entrance would take you through a 7 mile dredged channel in Limón Bay. The canal then proceeds for a distance of 11.5 miles to the Gatun Locks. This series of three locks raise ships 26 metres to Gatun Lake. It continues south through a channel in Gatun Lake for 32 miles to Gamboa, where the Culebra Cut begins. This channel through the cut is 8 miles long and 150 metres wide. At the end of this cut are the locks at Pedro Miguel. The Pedro Miguel locks lower ships 9.4 metres to a lake which then takes you to the Miraflores Locks which lower ships 16 metres to sea level at the canals Pacific terminus in the bay of Panama. A pictorial view of the canals route can be seen below.

The Panama Canal was constructed in two stages. The first between 1881 and 1888, being the work carried out by the French company headed by de Lessop and secondly the work by the Americans which eventually completed the canals construction between 1904 and 1914.

The contract for the canals construction was signed on March 12th, 1881, and it was agreed the work would be carried out for 512 million French francs, but the contract was conditional in the sense it was not to become binding until two years had elapsed.

During 1882 the excavation of the Culebra Cut was started, but due to the lack of organization there were no tracks available to remove the spoil that the excavators were producing. After the problems had been overcome, the highest peaks of the cut were attacked. As work proceeded, the worry of landslides and what slope should be adopted to avoid them became a major concern.

In 1883 it was realised there was a tidal range of 20 feet at the Pacific, whereas, the Atlantic range was only about 1 foot. It was concluded that this difference in levels would be a danger to navigation. It was proposed that a tidal lock should be constructed at Panama to preserve the level from there to Colon. This plan would save about 10 million cubic metres of excavation.

The French company started to run into financial difficulties during 1885 and even applied to the French government to issue lottery bonds, as this had been successful during the construction of the Suez canal when that project was at the point of failure through lack of money. Rumours of these difficulties caused increased interest within the American government.

A report made by the Americans in 1886 noted that housing for the workforce was under construction and a great deal of plant was available. Unfortunately the plant required to construct the canal was is in short supply, there were too few dredgers, the French excavators were too light and were stopped by large boulders and too much work was being done by hand. The turnover of the labour force was immense, as the men wanted to return home to spend the savings they had accumulated and because of the inadequate medical care that was available.

It was realised that the solution to all the problems encountered, was that the construction of a high-level lock canal would reduce an enormous volume of excavation and prevent the landslides.

The abandonment of the scheme at this stage would cause financial ruin for all the investors and a severe blow to the French. It was suggested that the original plan should be modified and the lock system should be employed.

Eventually, in 1899 the French attempt at constructing the Panama Canal was seen to be a failure. However, they had excavated a total of 59.75 million cubic metres which included 14.255 million cubic metres from the Culebra Cut. This lowered the peak by 102 metres. The value of work completed by the French was about $ 25 million. When the French left, they left behind a considerable amount of machinery housing and a hospital. The reasons behind the French failing to complete the project were due to disease carrying mosquitos and the inadequacy of their machinery.

The construction of the canal was recommenced by the Americans in 1904. The first step on the agenda was to improve the standard of living and ensure ill health would be a thing of the past.

The first American steam shovel started work on the Culebra cut on 11th November 1904. By December 1905 there were 2,600 men at work in the Culebra cut.

Sidings and tracks for the spoil wagons had been laid, the dredging at both the Atlantic and Pacific portions of the canal were being carried out and a survey of the area for the largest dam along the canal had been started.

It wasn't until June 1906 that the decision on type of canal was decided. It was to be a lock canal. This would enable the river Chagres to form a lake.

Peak excavation within the Culebra cut exceeded 512,500 cubic metres of material in the first three months of 1907 and the total workforce exceeded 39,000. The rock was broken up by dynamite, of which up to 4,535,000 killogrammes were used every year.

The plant used in the Culebra cut included in excess of 100 Bucyrus steam shovels each capable of excavating approximately 920 cubic metres in an eight-hour day, a picture of a typical steam shovel is shown below.

More than 4,000 wagons were used for the removal of the excavated material. Each wagon was capable of carrying 15 cubic metres of material. These wagons were hauled by 160 locomotives and unloaded by 30 Lidgerwood unloaders.

The full extent of the excavations carried out by both the French and Americans is shown in a longitudinal section from the Atlantic to Pacific oceans is shown below.

Problems at the Culebra Cut

When the canal was first designed, the problem of landslides had been ignored. Slides of earth and more importantly rock, increased the amount of excavation within Culebra. The cross section of the canal was constantly being changed to accommodate for the landslides. The slides caused the upper edge of the cut to be taken back beyond their original lines. The original design for the banks comprised a series of narrow benches which acted as rock catchers, alternating with short steep slopes. It was first decided by the International Board of Consulting Engineers that the rock would be stable at a slope of 1 in 1.5, it was also stated the rock had the strength to stand at a height of 73.5 metres at 1 in 1.5. In fact the rock began to collapse from that slope at a height of only 19.5 metres.

Numerous test borings had been carried out and samples of the rock were taken, therefore, the quality of the rock was known. The reason for the misjudgement of the strength was due to the underlying strata which contained bands of clay and iron pyrites. The iron pyrites seemed to cause the problems, as it is liable to oxidize when exposed to the air and moisture, with the result that the rock would disintegrate. Therefore, when the overlying material had been removed, rainwater precipitated through to the lower strata which included the pyrites, whereby rapid deterioration occurred.

The first major slide occurred in 1907 at Cucaracha. The initial crack was first noted on October 4th, 1907, then without warning approximately 382,000 cubic metres of clay, moved more than 4 metres in 24 hours. This slide caused many people to suggest the construction of the Panama Canal would be impossible. The clay was too soft to be excavated by the steam shovels and was eventually removed by sluicing with water from a high level.

The Cucuracha slide was to become a problem again in 1913, when it crossed the cut until it reached the opposite bank. The steam shovels excavated the slide as it was moving and eventually won the battle. A picture of the Cucaracha slide is shown in figure 4 below.

Further movements were experienced at the base of the cut, including the sudden upheaval of the ground at the middle and a sinking of the ground in other areas. These movements were caused by the pressure of the rock, which seemed to flow as soil and not having the typical behaviour of rock. This problem was overcome by removing material from the upper levels of the cut thus, reducing the pressure.

As a direct result of all the slides and upheavals encountered, excavation increased by 15.3 million cubic metres. This was about 25% of the total estimated amount of earth moved.

The slides which were encountered didn't cause any delay in the progress of the canal, as this was determined by the speed at which the locks were constructed.

Many projects to enhance and widen the channels have been carried out since the opening of the canal. The main area to receive these works has been the Culebra Cut as numerous landslides have occurred and the need for two ships to pass.

The Locks

Along the route of the canal there is a series of 3 sets of locks, the Gatun, Pedro Miguel and the Miraflores locks.

At Gatun there are 2 parallel sets of locks each consisting of 3 flights. This set of locks lift ships a total of 26 metres. The locks are constructed from concrete from which the aggregate originated from the excavated rock at Culebra. The excavated rock was crushed and then used as aggregate. In excess of 1.53 million cubic metres of concrete was used in the construction of the Gatun locks alone.

Initially the locks at Gatun had been designed as 28.5 metres wide. In 1908 the United States Navy requested that the locks should be increased to have a width of at least 36 metres. This would allow for the passage of US naval ships. Eventually a compromise was made and the locks were to be constructed to a width of 33 metres. Each lock is 300 metres long with the walls ranging in thickness from 15 metres at the base to 3 metres at the top. The central wall between the parallel locks at Gatun has a thickness of 18 metres and stands in excess of 24 metres in height. The lock gates are made from steel and measures an average of 2 metres thick, 19.5 metres in length and stand 20 metres in height.

When Colonel Geothals the American designer of the Panama Canal visited the Kiel Canal in 1912 he was told the canal should have been built 36 metres in width, but by then it was too late. The locks can be seen during construction below. A general picture of the Gatun locks can be seen below.

The smallest set of locks along the Panama Canal are at Pedro Miguel and have one flight which raise or lower ships 10 metres. The Miraflores locks have two flights with a combined lift or decent of 16.5 metres.

Both the single flight of locks at Pedro Miguel and the twin flights at Miraflores are constructed and operated in a similar method as the Gatun locks, but with differing dimensions.

The Dams

Many engineering aspects of the Panama Canal point out the concern for the protection of the environment and natural resources.

As the excavations were being carried out, an enormous amount of excess soil was produced. The French initially hauled the soil to an adjacent valley where the soil was dumped and allowed to build up. This itself caused many problems during the rainy season and was the cause behind many of the landslides.

When the Americans started work on the canal, the engineers decided to reuse this soil for the building of the Gatun dam. This dam held back the water from the Chagres river and thus creating the Gatun lake. As time passed, the soil would continue to settle thus, increasing the strength of the dam.

The dam itself is 1.5 miles in length and is nearly 0.5 mile wide at its base. The construction of the dam involved constructing 2 walls along its length using the excavated rock from the Culebra cut. The space between these 2 walls was then built up with impervious clay. This clay gradually dried and hardened into a solid mass almost equal to concrete in its water-resistant properties. This dam contains 16.9 million cubic metres of rock and clay, equivalent too about one tenth of the entire excavation of the canal.

The dams at Pedro Miguel and Miraflores are small in comparison to Gatun. Their foundations are on solid rock and are subjected to a head of water of 12 metres, whereas the Gatun dam is subjected to a 24 metre head.

The dam at Pedro Miguel is an earth dam approximately 300 metres in length with a concrete core wall.

At Miraflores there are two dams forming a small lake with an area of about 2 square miles. One of the dams is constructed of earth and is 210 metres in length. The second of the dams at Miraflores is 150 metres in length and is made from concrete.

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The Future

The ships for which the canal was designed are now long gone. Modern shipping has increased the size of ships. The increase in the tonnage in which can be carried has thus caused problems for the canal. The canal can only accommodate ships carrying up to 65,000 tons of cargo, but recently ships which are able to carry 300,000 tons have been introduced.

The problem of the ever-increasing size in ships has caused discussion into the construction of a new canal joining the Pacific and Atlantic oceans. There have been discussions on three alternative routes for a new canal, through; Columbia, Mexico and Nicaragua. The Columbian and Mexican routes would allow for the construction of a sea level canal, whereas the Nicaraguan route would require a lock system.

If a replacement canal were to be constructed, the economic effect on the Republic of Panama would be a great concern as the present canal employs 14,000 people, of which 4,000 are Panamanians. It has been suggested that, if a new canal were to be built, the existing canal could be converted to a hydroelectric power station at a relatively small cost. As Panama has no iron-ore deposits and lacks oil, natural gas resources or skilled labour, there is no real need for a new source of cheap power.

The capacity of the existing canal could be increased by converting it to a sea level passage. This would be carried out by the dredging of more than 765 million cubic metres of earth and rock which could be carried out without interfering with existing canal traffic. Water retaining structures would be constructed to maintain the canal levels during excavation. When excavation had been completed, the water retaining structure would be demolished by blasting them into deep pits. The lowering of the canals level would take place over a seven day period and would be the only time traffic would be disrupted.

It was suggested during the 1960's that the canal could be increased in size by the use of nuclear explosives and would cost less than one third, and take about half the time than using conventional excavation methods. It is now obvious that this would cause a great deal of concern for all anti-nuclear groups.

The Panama Canals administration will be under the control of Panama in 1999.

Conclusion

What makes the Panama Canal remarkable is its self sufficiency. The dam at Gatun, is able to generate the electricity to run all the motors which operate the canal as well as the locomotives in charge of towing the ships through the canal. No force is required to adjust the water level between the locks except gravity. As the lock operates, the water simply flows into the locks from the lakes or flows out to the sea level channels. The canal also relies on the overabundant rainfall of the area to compensate for the loss of the 52 million gallons of fresh water consumed during each crossing.

Despite the limit in ship size, the canal is still one of the most highly travelled waterways in the world, handling over 12,000 ships per year. The 51-mile crossing takes about nine hours to complete, an immense time saving when compared with rounding the tip of South America.

Until the early 1970's the Panama Canal Company made considerable profits. After a period of nearly 60 years the loss in profit required the increase of tolls 3 times in 4 years. Much of the equipment, some of which dates back too 1914, now requires expensive modifications, simply to continue moving its present rate of traffic.

The original plan for the Panama Canal was evolved from many years of engineering study, but it was unfortunate that it had not been based on marine operating experience. PANCANAL.COM，巴拿马运河的官方网站，

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南美洲与北美洲的分界线是哪条河

巴拿马运河。

北美洲和南美洲的分界线是巴拿马运河。巴拿马运河位于中美洲国家巴拿马，横穿巴拿马地峡，连接太平洋和大西洋，是重要的航运要道，被誉为世界七大工程奇迹之一的“世界桥梁”。

巴拿马运河由美国建造完成，于1914年通航。现由巴拿马拥有和管理，属于水闸式运河。从一侧的海岸线到另一侧海岸线长度约为65千米，而由加勒比海的深水处至太平洋一侧的深水处约82千米，最宽处达304米，最窄处152米。呈西北-东南走向。

简介：

七大洲分界线是所有的七个大洲中相邻两大洲之间的分界线。七大洲按面积的大小排序为：亚洲、非洲、北美洲、南美洲、南极洲、欧洲和大洋洲。各大洲间多以海峡、山脉、运河等为界。

巴拿马运河通过的最大吨位

苏伊士运河更大，没有船闸带来的吨位限制

苏伊士运河的通航能力更强。苏伊士运河可通过15万吨满载的油轮和37万吨的空船，通过运河的时间为11小时，全日船只通过量可达100以上。巴拿马运河由于受到船闸尺寸的限制，目前只能通过小于7.8万吨的船舶，且船舶尺度为长小于297m,宽小于32 58m,最大吃水12 04m，日平均通过量为50-60。巴拿马运河全长81.3千米，水深13米～15米不等，河宽150米至304米。整个运河的水位高出两大洋26米，设有6座船闸。船舶通过运河一般需要9个小时，可以通航76000吨级的轮船。

苏伊士运河总长:190.25千米。从航路浮标至塞得港灯塔:19.5千米;从等候区域到南入口:8.5千米;从塞得港到伊斯梅利亚:78.5千米;从伊斯美利亚到陶菲克港:83.75千米;提速区的长度:78.00千米。

水面宽度(北/南):345-280米;浮标之间的宽度(北/南):215-195米; 运河深度:22.5米;最大船舶吃水允许值:18.8976米;交叉区域:4800-4350平米;最大吨位:21万吨;满载油轮的限速:13千米/小时; 货舱船限速:14千米/小时。