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from Wikipedia
Canal lock and lock-keeper's cottage on the Aylesbury Arm of the Grand Union Canal at Marsworth in Hertfordshire, England.
Lock on the River Neckar at Heidelberg in Germany.
Three Gorges Dam lock near Yichang on Yangtze river, China.

A lock is a device used for raising and lowering boats, ships and other watercraft between stretches of water of different levels on river and canal waterways. The distinguishing feature of a lock is a chamber in a permanently fixed position in which the water level can be varied. (In a caisson lock, a boat lift, or on a canal inclined plane, it is the chamber itself (usually then called a caisson) that rises and falls.[1]

Locks are used to make a river more easily navigable, or to allow a canal to cross land that is not level.[2] Over time, more and larger locks have been used in canals to allow a more direct route to be taken.

History

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Ancient Egypt

[edit]

In Ancient Egypt, the river-locks were probably part of the Canal of the Pharaohs. Ptolemy II is credited by some[who?] for being the first to solve the problem of keeping the Nile free of salt water when his engineers invented the lock around 274/273 BC.[3]

Ancient China

[edit]

During 960–1279 CE, the natural extension of the flash lock, or staunch, was to provide an upper gate (or pair of gates) to form an intermediate "pound" which was all that need be emptied when a boat passed through. This type of lock, called a pound lock, was first used in medieval China during the Song dynasty (960–1279 CE). The Songshi or History of the Song Dynasty, volume 307, biography 66, records how Qiao Weiyue, a high-ranking tax administrator, was frustrated at the frequent losses incurred when his grain barges were wrecked on the West River near Huai'an in Jiangsu. The soldiers at one double slipway, he discovered, had plotted with bandits to wreck heavy imperial barges so that they could steal the spilled grain.[4]

In 984 Qiao installed a pair of sluice-gates two hundred and fifty feet apart, the entire structure roofed over like a building. By siting two staunch gates so close to one another, Qiao had created a short stretch of canal, effectively a pound-lock, filled from the canal above by raising individual wooden baulks in the top gate and emptied into the canal below by lowering baulks in the top gate and raising ones in the lower.[5]

Medieval Europe

[edit]

In 1373, in medieval Europe a sort of pound lock was built at Vreeswijk, Netherlands.[6] This pound lock serviced many ships at once in a large basin. Yet the first true European pound lock was built in 1396 at Damme near Bruges, Belgium.[6] The Italian Bertola da Novate (c. 1410–1475) constructed 18 pound locks on the Naviglio di Bereguardo (part of the Milan canal system sponsored by Francesco Sforza) between 1452 and 1458.[7]

Basic operation

[edit]
A plan and side view of a generic, empty canal lock. A lock chamber separated from the rest of the canal by an upper pair and a lower pair of mitre gates. The gates in each pair close against each other at an 18° angle to approximate an arch against the water pressure on the "upstream" side of the gates when the water level on the "downstream" side is lower.
Principle of operation of a pound lock
For a boat going upstream: For a boat going downstream:
1–2. The boat enters the lock. 8–9. The boat enters the lock.
3. The lower gates are closed. 10. The upper gates are closed.
4–5. The lock is filled with water from upstream. 11–12. The lock is emptied by draining its water downstream.
6. The upper gates are opened. 13. The lower gates are opened.
7. The boat exits the lock. 14. The boat exits the lock.

All pound locks have three elements:

  • A watertight chamber connecting the upper and lower canals, and large enough to enclose one or more boats. The position of the chamber is fixed, but its water level can vary.
  • A gate (often a pair of "pointing" half-gates) at each end of the chamber. A gate is opened to allow a boat to enter or leave the chamber; when closed, the gate is watertight.
  • A set of lock gear to empty or fill the chamber as required. This is usually a simple valve (traditionally, a flat panel (paddle) lifted by manually winding a rack and pinion mechanism) which allows water to drain into or out of the chamber.[8] Larger locks may use pumps.[9]

The principle of operating a lock is simple. For instance, if a boat travelling downstream finds the lock already full of water:

  • The entrance gates are opened and the boat moves in.
  • The entrance gates are closed.
  • A valve is opened, this lowers the boat by draining water from the chamber.
  • The exit gates are opened and the boat moves out.[8]

If the lock were empty, the boat would have had to wait 5 to 10 minutes while the lock was filled. For a boat travelling upstream, the process is reversed; the boat enters the empty lock, and then the chamber is filled by opening a valve that allows water to enter the chamber from the upper level. The whole operation will usually take between 10 and 20 minutes, depending on the size of the lock and whether the water in the lock was originally set at the boat's level.[8]

Boaters approaching a lock are usually pleased to meet another boat coming towards them, because this boat will have just exited the lock on their level and therefore set the lock in their favour – saving about 5 to 10 minutes. However, this is not true for staircase locks, where it is quicker for boats to go through in convoy, and it also uses less water.[10]

Operation of a canal lock
1–3. Boat enters 'empty' lock
4. Bottom gates are closed, bottom paddles closed, top paddles opened, lock starts to fill
5. Lock is filling with water, lifting boat to the higher level

Historic lock designs

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Historic lock designs, which are no longer used for constructing new locks as these have now been replaced by newer and better designs, are as follows:

Caisson lock

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Operation of caisson lock.

Around 1800 the use of caisson locks was proposed by Robert Weldon[11] for the Somerset Coal Canal in England. In this underwater lift, the chamber was 80 ft (24.4 m) long and 60 ft (18.3 m) deep and contained a completely enclosed wooden box big enough to take a barge. This box moved up and down in the 60 ft (18.3 m) deep pool of water. Apart from inevitable leakage, the water never left the chamber, and using the lock wasted no water. Instead, the boat entered the box and was sealed in by the door closing behind it, and the box itself was moved up or down through the water. When the box was at the bottom of the chamber, it was under almost 60 feet (18.3 m) of water – at a pressure of three atm (304 kPa; 44.1 psi), in total. One of these "locks" was built and demonstrated to the Prince Regent (later George IV), but it had various engineering problems and the design was not put into use on the Coal Canal.[12][13]

Composite material locks

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To economise, especially where good stone would be prohibitively expensive or difficult to obtain, composite locks were made, i.e. they were constructed using rubble or inferior stone, dressing the inside walls of the lock with wood, so as not to abrade the boats. This was done, for instance, on the Chesapeake and Ohio Canal with the locks near the Paw Paw Tunnel.[14] and also the Chenango Canal[15]

Hydro-pneumatic canal lift

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Possibly inspired by Weldon's caisson lock, William Congreve in 1813 patented a "hydro-pneumatic double balance lock" in which two adjacent locks containing pneumatic caissons could be raised and lowered in counterbalance by the movement of compressed air from one caisson to the other. In about 1817 the Regents Canal Company built one of these locks at the site of the present-day Camden Lock, north London. Here the motivation was, again, water supply problems. The company insisted on various modifications to Congreve's design; the resulting installation proved to be unsatisfactory, and was soon replaced by conventional locks.[16][17]

Inclined plane

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The plane enabled wide-beam boats to bypass the flight of ten narrow locks, but failure to make improvements at the other end of the arm and high running costs led to its early demise. There are no working waterway inclined planes in the UK at the moment, but the remains of a famous one can be seen at Foxton in Leicestershire on the Leicester arm of the Grand Union Canal.[18] There are plans to restore it, and some funding has been obtained.[19]

Shaft lock

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Entrance to Minden shaft lock

Looking superficially similar to the caisson lock is the shaft lock. Shaft locks consist of a deep shaft with conventional upper gates. The lower gates are reached through a short tunnel. The gates only close off this approach tunnel so do not have to reach the full height of the lock. Notable examples have been built at Saint Denis (Paris, France), Horin (near Melnik, Czech Republic) and Anderten (Hannover Germany).[20]

The shaft lock at Minden 52°18′23″N 8°55′11″E / 52.30639°N 8.91972°E / 52.30639; 8.91972 has a fall of 12.7 metres (42 ft) and has eight tanks linked in pairs to the lock chamber.[21] As the lock is emptied water is run into each chamber in turn, for filling the water is released from the chambers thus saving the waste of a complete lockfull of water. An earlier attempt at a shaft lock had been made at Trollhättan in Sweden on the line of the present Göta canal. The fall would have been 16 metres (52 ft), astonishing in 1749. However the approach tunnel proved to be unusable in times of flood and the shaft lock was replaced by a 2-rise staircase in 1768.[22]

Turf-sided lock

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A turf-sided lock is an early form of canal lock design that uses earth banks to form the lock chamber, subsequently attracting grasses and other vegetation, instead of the now more familiar and widespread brick, stone, or concrete lock wall constructions. This early lock design was most often used on river navigations in the early 18th century before the advent of canals in Britain. The sides of the turf-lock are sloping so, when full, the lock is quite wide. Consequently, this type of lock needs more water to operate than vertical-sided brick- or stone-walled locks. On British canals and waterways most turf-sided locks have been subsequently rebuilt in brick or stone, and so only a few good examples survive, such as at Garston Lock, and Monkey Marsh Lock, on the Kennet and Avon Canal.[23]

Types of lock

[edit]
A series of photos of the Canadian Locks in Sault Ste. Marie to illustrate a drop of about 22 ft (6.7 m) in a lock

Basic Pound lock

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A pound lock on the Keitele–Päijänne Canal at Äänekoski in Central Finland

A pound lock is most commonly used on canals and rivers today.[24] A pound lock has a chamber with gates at both ends that control the level of water in the pound. In contrast, an earlier design with a single gate was known as a flash lock.[4]

Pound locks were first used in China during the Song dynasty (960–1279 CE), having been pioneered by the Song politician and naval engineer Qiao Weiyue in 984.[25] They replaced earlier double slipways that had caused trouble and are mentioned by the Chinese polymath Shen Kuo (1031–1095) in his book Dream Pool Essays (published in 1088),[26] and fully described in the Chinese historical text Song Shi (compiled in 1345):[5]

The distance between the two locks was rather more than 50 paces, and the whole space was covered with a great roof like a shed. The gates were 'hanging gates'; when they were closed the water accumulated like a tide until the required level was reached, and then when the time came it was allowed to flow out.

The water level could differ by 4 or 5 feet (1.2 or 1.5 m) at each lock and in the Grand Canal the level was raised in this way by 138 feet (42 m).[5]

Composite pond locks

[edit]

Diagonal lock

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This is similar to a shaft lock, but having the shaft built on an incline. Boats are moored to floating bollards which guide them along the shaft as it fills or empties. The "Diagonal Lock Advisory Group" has identified several sites in Britain where the new design could be installed, either on new waterways or canals under restoration.[27] Projects under consideration include the restoration of the Lancaster Canal to Kendal and the proposed new branch of the Grand Union Canal between Bedford and Milton Keynes.

Drop locks

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Dalmuir drop lock

A drop lock can consist of two conventional lock chambers leading to a sump pound, or a single long chamber incorporating the sump – although the term properly applies only to the second case. As the pounds at either end of the structure are at the same height, the lock can only be emptied either by allowing water to run to waste from the sump to a lower stream or drain, or (less wastefully) by pumping water back up to the canal. Particularly in the two-chamber type, there would be a need for a bypass culvert, to allow water to move along the interrupted pound and so supply locks further down the canal. In the case of the single-chamber type, this can be achieved by keeping the lock full and leaving the gates open while not in use.[28]

While the concept has been suggested in a number of cases, the only example in the world of a drop lock that has actually been constructed is at Dalmuir on the Forth and Clyde Canal in Scotland.[29] This lock, of the single-chamber type, was incorporated during the restoration of the canal, to allow the replacement of a swing bridge (on a busy A road) by a fixed bridge, and so answer criticisms that the restoration of the canal would cause frequent interruptions of the heavy road traffic. It can be emptied by pumping – but as this uses a lot of electricity the method used when water supplies are adequate is to drain the lock to a nearby burn.[30]

Doubled, paired or twinned locks

[edit]
Doubled locks. Left lock has boat in it, right lock (center of drawing) is empty. This is on the Erie Canal at Lockport.

Locks can be built side by side on the same waterway. This is variously called doubling, pairing, or twinning. The Panama Canal has three sets of double locks. Doubling gives advantages in speed, avoiding hold-ups at busy times and increasing the chance of a boat finding a lock set in its favour. There can also be water savings: the locks may be of different sizes, so that a small boat does not need to empty a large lock; or each lock may be able to act as a side pond (water-saving basin) for the other. In this latter case, the word used is usually "twinned": here indicating the possibility of saving water by synchronising the operation of the chambers so that some water from the emptying chamber helps to fill the other. This facility has long been withdrawn on the English canals, although the disused paddle gear can sometimes be seen, as at Hillmorton on the Oxford Canal. Elsewhere they are still in use; a pair of twinned locks was opened in 2014 on the Dortmund–Ems Canal near Münster, Germany.[31]

The Soo Locks at Sault Ste. Marie include the two American locks, the MacArthur Lock which is 800 ft (240 m) long, 80 ft (24 m) wide, and 29.5 ft (9.0 m) deep and the Poe lock which is 1,200 ft (370 m) long, 110 ft (34 m) wide, and 32 ft (9.8 m) deep, and the Canadian lock which is 77 m (253 ft) long, 15.4 m (51 ft) wide and 13.5 m (44 ft) deep. The MacArthur is used for ships which fit the smaller locks on the Welland Canal, while the Poe lock accommodates the larger lakers that can operate only on the upper four Great Lakes. The Canadian lock is used for recreational and tour boats.

The staircase at Lockport, New York, was also a doubled set of locks. Five twinned locks allowed east- and west-bound boats to climb or descend the 60 feet (18 m) Niagara Escarpment, a considerable engineering feat in the nineteenth century. While Lockport today has two large steel locks, half of the old twin stair acts as an emergency spillway and can still be seen, with the original lock gates having been restored in early 2016.[32]

Round locks on intersecting canals

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Agde Round Lock

The best known example of a round lock is the Agde Round Lock on the Canal du Midi in France. This serves as a lock on the main line of the canal and allows access to the Hérault River.[33]

A second French round lock can be found in the form of the now-disused Écluse des Lorraines, connecting the Canal latéral à la Loire with the River Allier.[34]

Lock flights

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The flight of 16 locks at Caen Hill on the Kennet and Avon Canal

Loosely, a flight of locks is simply a series of locks in close-enough proximity to be identified as a single group. For many reasons, a flight of locks is preferable to the same number of locks spread more widely: crews are put ashore and picked up once, rather than multiple times; transition involves a concentrated burst of effort, rather than a continually interrupted journey; a lock keeper may be stationed to help crews through the flight quickly; and where water is in short supply, a single pump can recycle water to the top of the whole flight. The need for a flight may be determined purely by the lie of the land, but it is possible to group locks purposely into flights by using cuttings or embankments to "postpone" the height change. Examples: Caen Hill locks, Devizes.

"Flight" is not synonymous with "Staircase" (see below). A set of locks is only a staircase if successive lock chambers share a gate (i.e. do not have separate top and bottom gates with a pound between them). Most flights are not staircases, because each chamber is a separate lock (with its own upper and lower gates), there is a navigable pound (however short) between each pair of locks, and the locks are operated in the conventional way.[citation needed]

However, some flights include (or consist entirely of) staircases. On the Grand Union (Leicester) Canal, the Watford flight consists of a four-chamber staircase and three separate locks; and the Foxton flight consists entirely of two adjacent 5-chamber staircases.[citation needed]

Staircase locks

[edit]
Staircase of five locks, dating from 1774, at Bingley, England[35]

Where a very steep gradient has to be climbed, a lock staircase is used. There are two types of staircase, "real" and "apparent".[citation needed]

A "real" staircase can be thought of as a "compressed" flight, where the intermediate pounds have disappeared, and the upper gate of one lock is also the lower gate of the one above it. However, it is incorrect to use the terms staircase and flight interchangeably: because of the absence of intermediate pounds, operating a staircase is very different from operating a flight. It can be more useful to think of a staircase as a single lock with intermediate levels (the top gate is a normal top gate, and the intermediate gates are all as tall as the bottom gate). As there is no intermediate pound, a chamber can only be filled by emptying the one above, or emptied by filling the one below: thus the whole staircase has to be full of water (except for the bottom chamber) before a boat starts to ascend, or empty (except for the top chamber) before a boat starts to descend.

In an "apparent" staircase the chambers still have common gates, but the water does not pass directly from one chamber to the next, going instead via side ponds. This means it is not necessary to ensure that the flight is full or empty before starting.

Examples of famous "real" staircases in England are Bingley and Grindley Brook. Two-rise staircases are more common: Snakeholme Lock and Struncheon Hill Lock on the Driffield Navigation were converted to staircase locks after low water levels hindered navigation over the bottom cill at all but the higher tides – the new bottom chamber rises just far enough to get the boat over the original lock cill. In China, the recently completed Three Gorges Dam includes a double five-step staircase for large ships, and a ship lift for vessels of less than 3000 metric tons. Examples of "apparent" staircases are Foxton Locks and Watford Locks on the Leicester Branch of the Grand Union.

Instructions for descending the flight of three locks at Thorpe Top Treble on the Chesterfield Canal

Operation of a staircase is more involved than a flight. Inexperienced boaters may find operating staircase locks difficult. Key concerns are either sending down more water than the lower chambers can cope with (flooding the towpath, or sending a wave along the canal) or completely emptying an intermediate chamber (although this shows that a staircase lock can be used as an emergency dry dock). To avoid these mishaps, it is usual to have the whole staircase empty before starting to descend, or full before starting to ascend, apart from the initial chamber.

One difference in using a staircase of either type (compared with a single lock, or a flight) is the optimal sequence for letting boats through. In a single lock (or a flight with room for boats to pass) boats should ideally alternate in direction. In a staircase, however, it is quicker for a boat to follow a previous one going in the same direction. Partly for this reason staircase locks such as Grindley Brook, Foxton, Watford and Bratch are supervised by lockkeepers, at least during the main cruising season, in which keepers try to alternate as many boats up, followed by down as there are chambers in the flight.

As with a flight, it is possible on a broad canal for more than one boat to be in a staircase at the same time, but managing this without waste of water requires expertise. On English canals, a staircase of more than two chambers is usually staffed: the lockkeepers at Bingley (looking after both the "5-rise" and the "3-rise") ensure that there are no untoward events and that boats are moved through as speedily and efficiently as possible. Such expertise permits unusual feats, such as boats travelling in opposite directions can pass each other halfway up the staircase by moving sideways around each other; or at peak times, one can have all the chambers full simultaneously with boats travelling in the same direction.

Stop locks

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When variable conditions meant that a higher water level in the new canal could not be guaranteed, then the older company would also build a stop lock (under its own control, with gates pointing towards its own canal) which could be closed when the new canal was low. This resulted in a sequential pair of locks, with gates pointing in opposite directions: one example was at Hall Green near Kidsgrove, where the southern terminus of the Macclesfield Canal joined the Hall Green Branch of the earlier Trent and Mersey Canal. The four gate stop lock near Kings Norton Junction, between the Stratford-upon-Avon Canal and the Worcester and Birmingham Canal was replaced in 1914 by a pair of guillotine lock gates which stopped the water flow regardless of which canal was higher. These gates have been permanently open since nationalisation.[36]

Tidal locks

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Berendrecht Lock (right) and Zandvliet Lock (left), located at the entrance to the Port of Antwerp (top) from the Scheldt (foreground).
Upper Mississippi River
Lock and Dam No. 6.

Marina Locks

[edit]

In places with significant tides, a lock can allow a marina behind it to have fixed slips, instead of the floating slips with long ramps that the tide would require. Examples include St Katharine Docks, London, England; Port of Québec Marina, Quebec City, Quebec; and Cullen Bay Marina, Darwin, Australia.

Sea Locks

[edit]

Locks are installed in places where an open channel would have a strong current due to different tides on two sides of a barrier. The lock in the Canso Canal is an example.

Terminology

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Cill

[edit]

The cill, also spelled sill, is a narrow horizontal ledge protruding a short way into the chamber from below the upper gates. Allowing the rear of the boat to "hang" on the cill is the main danger when descending a lock, and the position of the forward edge of the cill is usually marked on the lock side by a white line. The edge of the cill is usually curved, protruding less in the center than at the edges. In some locks, there is a piece of oak about 9 in (23 cm) thick which protects the solid part of the lock cill. On the Oxford Canal it is called a babbie; on the Grand Union Canal it is referred to as the cill bumper. Some canal operation authorities, primarily in the United States and Canada, call the ledge a miter sill (mitre sill in Canada).[37]

Fish ladders

[edit]

The construction of locks (or weirs and dams) on rivers obstructs the passage of fish. Some fish such as lampreys, trout and salmon go upstream to spawn. Measures such as a fish ladder are often taken to counteract this. Navigation locks have also potential to be operated as fishways to provide increased access for a range of biota.[38]

Gates

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Gates are the watertight doors which seal off the chamber from the upper and lower pounds. Each end of the chamber is equipped with a gate, or pair of half-gates, traditionally made of oak or elm but now usually made of steel. The most common arrangement, usually called miter gates, was invented by Leonardo da Vinci sometime around the late 15th century.[39]

Paddle

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On the old Erie Canal, there was a danger of injury when operating the paddles: water, on reaching a certain position, would push the paddles with a force which could tear the windlass (or handle) out of one's hands, or if one was standing in the wrong place, could knock one into the canal, leading to injuries and drownings.[40]

Pound

[edit]

A pound is the level stretch of water between two locks (also known as a reach).[41]

Powered operation

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On large modern canals, especially very large ones such as ship canals, the gates and paddles are too large to be hand operated, and are operated by hydraulic or electrical equipment. On the Caledonian Canal the lock gates were operated by man-powered capstans, one connected by chains to open the gate and another to draw it closed. By 1968 these had been replaced by hydraulic power acting through steel rams.[42]

Rise

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The rise is the change in water-level in the lock. The two deepest locks on the English canal system are Bath deep lock[43][44] on the Kennet and Avon Canal and Tuel Lane Lock on the Rochdale Canal, which both have a rise of nearly 20 feet (6.1 m). Both locks are amalgamations of two separate locks, which were combined when the canals were restored to accommodate changes in road crossings. By comparison, the Carrapatelo and Valeira locks on the Douro river in Portugal, which are 279 feet (85 m) long and 39 feet (12 m) wide, have maximum lifts of 115 and 108 feet (35 and 33 m) respectively.[45]

The two Ardnacrusha locks near Limerick on the Shannon navigation in Ireland have a rise of 100 feet (30 m). The upper chamber rises 60 feet (18 m) and is connected to the lower chamber by a tunnel, which when descending does not become visible until the chamber is nearly empty.[46]

Snubbing posts

[edit]
Snubbing a boat to keep it from hitting the downstream gates. Note the rope wrapped around the snubbing post.

On horse-drawn and mule-drawn canals, snubbing posts were used to slow or stop a boat in the lock. A 200-ton boat moving at a few miles an hour could destroy the lock gate. To prevent this, a rope was wound around the snubbing post as the boat entered the lock. Pulling on the rope slowed the boat, due to the friction of the rope against the post.[47] A rope 2+12 inches (6.4 cm) in diameter and about 60 feet (18 meters) long was typically used on the Erie Canal to snub a boat in a lock.[48]

One incident, which took place in June 1873 on the Chesapeake and Ohio Canal, involved the boat the Henry C. Flagg and its drunk captain. That boat was already leaking; the crew, having partially pumped the water out, entered Lock 74, moving in front of another boat. Because they failed to snub the boat, it crashed into and knocked out the downstream gates. The outrush of water from the lock caused the upstream gates to slam shut, breaking them also, and sending a cascade of water over the boat, sinking it. This suspended navigation on the canal for 48 hours until the lock gates could be replaced and the boat removed from the lock.[49]

Swell or swelling

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A swell was caused by opening suddenly the paddle valves in the lock gates, or when emptying a lock.[50] To help boats traveling downstream exit a lock, the locksman would sometimes open the paddles to create a swell, which would help "flush" the boat out of the lock. A boatsman might ask for a back swell, that is, to open and shut the paddles a few times to create some waves, to help him get off the bank where he was stuck.[51] If boats ran aground (from being overloaded) they sometimes asked passing crews to tell the upstream lock to give them an extra heavy swell, which consisted of opening all the paddles on the lock gate, creating a surge that affected the whole pound below.[52]

On the Erie Canal, some loaded boats needed a swell to get out of the lock. Particularly lumber boats, being top heavy, would list to one side and get stuck in the lock, and needed a swell to get them out. Some lockkeepers would give a swell to anyone to help them on the way, but some would ask for money for the swell.[50]

The Erie Canal management did not like swelling for two reasons. First, it used too much water lowering the water on the pound above sometimes causing boats to run aground. In addition, it raised the water level on the pound below, causing some boats to strike bridges or get stuck.[50]

Water saving basins

[edit]

On English canals, these reservoirs are called "side ponds". The Droitwich Canal, reopened in 2011, has a flight of three locks at Hanbury which all have operational side ponds.[53]

Windlass ("lock key")

[edit]
Collection of lock windlasses. Note: rakes are for clearing trash out of the lock.

On the Chesapeake and Ohio Canal, the lockkeepers were required to remove the windlasses from all lock paddles at night, to prevent unauthorized use.[54]

Largest locks

[edit]

This is a partial list of largest locks (please help expand). The size of locks cannot be compared without considering the difference in water level that they are designed to operate under. For example, the Bollène lock on the River Rhône has a fall of at least 23 m (75 ft), the Leerstetten, Eckersmühlen and Hilpoltstein locks on the Rhine–Main–Danube Canal have a fall of 24.67 m (80.9 ft), each and the Oskemen Lock on the Irtysh River in Kazakhstan has a drop of 42 m (138 ft).[55] [56][57]

In 2016 the Kieldrecht Lock in the Port of Antwerp in Belgium took over the title of the world's largest lock from the Berendrecht Lock in the same port and still has the title for largest volume. In 2022 the IJmuiden sea lock serving the Port of Amsterdam became the world's largest lock by surface area. The lock is 500 m (1,600 ft) long, 70 m (230 ft) wide and has sliding lock gates creating a usable depth of 18 m (59 ft).

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See also

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References

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Bibliography

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Revisions and contributorsEdit on WikipediaRead on Wikipedia
from Grokipedia
A lock in water is a structure consisting of an enclosed chamber with watertight gates at each end, designed to raise and lower boats, ships, and other between stretches of water at different on rivers, canals, and inland waterways. By filling or emptying the chamber with water through valves or culverts, a lock allows vessels to navigate elevation changes that would otherwise be impassable due to natural obstacles like , falls, or . The modern pound lock, the most common type featuring a rectangular chamber where water levels are precisely controlled, originated in during the , pioneered by engineer Qiao Weiyue in 984 CE on the West River as an anti-corruption measure to regulate water flow and tolls. This innovation marked a significant advancement over earlier flash locks, which used sudden water releases and were less efficient for continuous navigation. In , pound locks appeared in the 14th century, with the first documented example built in 1373 at Vreeswijk, , facilitating trade on emerging canal systems. Locks became integral to 18th- and 19th-century in the United States, exemplified by the Potomac Company's early canals and locks around Great Falls, initiated in 1785 under George Washington's oversight to bypass river obstacles and promote commerce. By the 19th century, extensive lock systems supported major projects like the (completed 1825) and the River's 9-foot channel, where locks and movable dams maintain navigable depths for traffic. The as a whole carries over 660 million tons of cargo annually as of 2025. Today, the U.S. Army Corps of Engineers operates 176 lock sites across inland waterways, underscoring their role in efficient, low-cost freight transport that reduces highway congestion and emissions. Beyond the standard pound lock, variations include tidal locks, which manage fluctuating sea levels in coastal canals, and marine locks, engineered for larger ocean-going vessels as seen in the Hiram M. Chittenden Locks connecting to inland lakes. These structures rely on principles of , such as , where water pressure is uniformly distributed to lift vessels using alone, without mechanical pumps in traditional designs. Ongoing advancements focus on , structural monitoring, and to address aging and increasing traffic demands.

Definition and Purpose

Definition of a Lock

A lock in water is an enclosed chamber equipped with gates at both ends, designed to raise or lower vessels between stretches of water at different elevations by regulating the inflow and outflow of water. This structure functions as a hydraulic for boats and ships, allowing them to traverse vertical differences in terrain without the need for portaging or detours. The core purpose of a lock is to facilitate continuous across changes in rivers, canals, and coastal waterways, thereby connecting disparate water bodies and supporting efficient . By isolating the vessel in a controlled environment, locks prevent the broader system from being disrupted by level fluctuations. At its foundation, a lock operates on the principle of , in which connected bodies of water seek equilibrium through , with the chamber's water level adjusted via controlled filling or emptying to match adjacent pools. Over time, locks have evolved from rudimentary barriers into complex engineering structures essential for modern . The pound lock represents the most prevalent design in contemporary use.

Role in Canal and River Navigation

Locks play a crucial role in enabling boats and ships to navigate varying elevations in and , allowing them to ascend or descend steep gradients and connect inland waterways to coastal seas or other river systems. By creating controlled water levels through chambers and gates, locks overcome natural obstacles such as , falls, and shallow stretches, transforming otherwise impassable routes into reliable transportation corridors. For instance, on the , 29 locks and dams maintain a consistent 9-foot channel over 670 miles, facilitating the movement of commercial tows from to Minneapolis-St. Paul despite a 420-foot drop. The economic impact of locks has been profound, particularly during the industrial revolutions of the 18th and 19th centuries in and America, where they enabled the efficient bulk of goods like , timber, iron, and manufactured products. In the United States, the 's 83 locks, completed in , reduced freight costs for from the Midwest to to one-tenth of overland rates, spurring agricultural expansion, urban growth, and westward migration while carrying a quarter of the nation's by 1850. Similarly, in , canal networks with integrated locks boosted by linking industrial heartlands to ports, supporting the of raw materials and finished goods that fueled economic booms in regions like Britain's and Germany's Valley. These systems not only lowered shipping expenses but also generated substantial revenues, with the alone earning over $121 million in tolls from 1826 to 1883, repaying its construction costs within the first decade. Locks are integral to broader canal networks, functioning alongside structures like aqueducts, tunnels, and weirs to form continuous navigable paths across diverse terrains. Aqueducts carry water over intersecting rivers, tunnels bypass mountains, and weirs regulate flow and prevent sedimentation, all complementing locks to maintain steady water depths and directions. In the Chesapeake & Ohio , for example, locks worked in tandem with 11 aqueducts, the Paw Paw Tunnel, and waste weirs to navigate the Potomac River's 184-mile course from Washington, D.C., to , creating a cohesive system for reliable transport. This integration ensures seamless connectivity, minimizing disruptions from natural variations in elevation and water flow. In modern applications, locks continue to support vital , , and water management, including aspects of flood control, in major waterway systems. On the , locks handle over 660 million tons of annual cargo (as of 2023), such as , , and chemicals, providing a cost-effective alternative to rail or while sustaining regional economies. The European , with its series of locks, serves as a key artery for bulk goods like containers and aggregates, transporting around 200 million tons yearly and contributing significantly to Germany's export-driven economy as its primary route. Additionally, locks facilitate through river cruises; for instance, Rhine lock transits by passenger vessels increased 70% from 2012 to 2022, enhancing leisure travel along scenic corridors. In integrated systems like the , locks also aid mitigation by regulating water levels during high flows, as seen in remediation projects that incorporate new lock structures to protect adjacent floodplains.

Historical Development

Ancient and Early Origins

In , during the Middle Kingdom period around 2000 BCE, water management on the involved extensive canal and basin systems primarily designed for , which also supported limited small-boat . These structures, known as basin irrigation, consisted of earthen dikes and channels that divided the into rectangular basins to capture and control annual floodwaters, allowing boats to traverse shallow sections during high water periods for local transport of goods and people. While not sophisticated locks, these early hydraulic features marked the initial human efforts to manipulate river levels for practical purposes beyond natural flow. The development of more advanced lock mechanisms occurred in ancient China during the Song dynasty. In 984 CE, engineer Qiao Weiyue, serving as assistant commissioner of transport in Huainan, invented the pound lock while working on canal improvements to connect northern and southern waterways. This innovation featured two parallel gates forming an enclosed chamber, or "pound," filled with water to equalize levels, enabling boats to ascend or descend between differing river elevations without the need for portage or destructive flooding. Historical records, including Song dynasty texts, describe its first implementation on the West River near Huai'an in Jiangsu, where it resolved inefficiencies in earlier single-gate flash systems by preventing water loss and structural damage. The pound lock's design revolutionized canal navigation, allowing safer and more efficient transport of grain, troops, and merchandise across China's vast interior. In , Roman engineers from the BCE onward adapted simpler and techniques for river navigation, particularly on the , to overcome seasonal shallows and rapids. These devices involved temporary wooden barriers or sluices that impounded water upstream, creating a "flash" release to propel boats over obstacles, facilitating military logistics and trade from the to inland provinces. Archaeological evidence from Roman sites along the , such as timber remains and inscriptions, indicates widespread use for flat-bottomed barges carrying stone, timber, and amphorae. During the (8th to 11th centuries CE), Scandinavian navigators encountered and utilized similar on European rivers like the and during raids and trade expeditions, though they often dismantled or bypassed them due to their tactical needs for swift upstream movement. These ancient and early lock-like structures shared significant limitations, including vulnerability to uncontrolled flooding during heavy rains, which could erode gates or overwhelm chambers, and inherent inefficiencies in that restricted their scalability. Primarily oriented toward to support —such as timing floods for crop cycles in or maintaining canal levels in —they were ill-suited for heavy commercial transport, often requiring manual labor for operation and limiting vessel size to small craft. These constraints persisted until later medieval refinements improved reliability and capacity.

Medieval to Industrial Era Innovations

During the medieval period in , from the 12th to 15th centuries, significant advancements in lock technology occurred, particularly in and the , where early chamber locks and gates were developed to manage water levels on rivers and nascent canal systems. The first pound lock in was constructed in 1373 at Vreeswijk in the , marking the adoption of this Chinese innovation in the region. These innovations built on simpler mechanisms, enabling more controlled by enclosing vessels in watertight chambers that could be filled or emptied to adjust elevations. gates, consisting of two leaves meeting at an acute angle to form a seal against upstream water pressure, were a key improvement over flat gates, reducing leakage and structural stress. Around 1480, contributed detailed sketches for refined lock designs, including mitre gates and associated sluices, which optimized water flow and gate operation for efficiency in Italian canal projects like those in . His drawings, preserved in the , depicted horizontal-sliding elements and balanced gate systems that influenced subsequent European engineering, emphasizing durability and minimal water loss. These concepts were applied in early Italian waterways, such as the extensions, to support trade and irrigation. In the 16th to 18th centuries, lock systems saw widespread adoption across major canal networks, exemplified by the in , constructed between 1667 and 1681 under engineer Pierre-Paul Riquet. This 240-kilometer featured 63 pound locks to navigate a summit level of 189 meters, connecting the Garonne River to the and revolutionizing inland transport by avoiding the perilous Atlantic route around Spain. To address cost constraints in softer terrains, English canals like the Kennet Navigation, opened in 1723, employed turf-sided locks, where earthen banks reinforced with wooden piling provided economical containment without extensive masonry, as seen in the 19 locks descending 33 meters (108 feet) to the Thames. The Industrial Era of the introduced space-efficient designs to accommodate steeper gradients and urban constraints, including shaft locks and caisson locks. Shaft locks, featuring a vertical drop within a cylindrical chamber accessed via upper mitre gates and lower radial gates, minimized horizontal footprint while handling significant lifts, as trialed in early 19th-century Swedish projects like . Caisson locks, pioneered by Robert Weldon on the in , enclosed boats in a sealed, water-filled tub raised or lowered hydraulically, conserving water—up to 90% less than traditional pound locks—and saving vertical space in hilly terrains like Combe Hay's 46-meter incline. These were precursors to vertical lifts, with hydro-pneumatic systems like Sir William Congreve's 1814 design at Camden on the using compressed air and counterbalanced rams to elevate boats without sequential chambers, though operational challenges limited widespread use. Regional innovations highlighted adaptive engineering, such as the Languedoc Canal's (now part of the ) Fonseranes staircase locks near , constructed from 1667 to 1680, where eight sequential chambers dropped vessels 21.5 meters over 312 meters using shared gates to economize on construction. Early paired locks, installed in 18th-century English and French canals like the and and Canal de Briare, doubled capacity by allowing simultaneous ascent and descent, reducing wait times and enhancing throughput for growing industrial traffic.

19th and 20th Century Expansions

The 19th century marked a period of ambitious canal expansions that transformed regional transportation networks, with the Erie Canal in the United States serving as a pivotal example of lock engineering on a grand scale. Completed in 1825, the original Erie Canal stretched 363 miles from the Hudson River to Lake Erie, incorporating 83 locks to navigate an elevation change of 568 feet, enabling efficient movement of goods and passengers across upstate New York. This system revolutionized American commerce by connecting the Atlantic seaboard to the Great Lakes, facilitating the transport of bulk commodities like grain and lumber. By the early 20th century, the canal underwent significant enlargement as part of the New York State Barge Canal project, initiated in 1905 and completed in 1918, which widened and deepened the channel to accommodate larger motorized vessels up to 300 feet long and 43.5 feet wide, reducing the number of locks while enhancing capacity for industrial-scale shipping. In , the exemplified late-19th-century to link major maritime routes, bypassing the hazardous and passages. Opened in 1895 after construction from 1887 to 1895, this 61-mile artificial waterway connected the at Brunsbüttel to the at , featuring a series of locks at both ends to manage tidal differences of up to about 4 meters (13 feet), allowing safe passage for naval and commercial vessels. At its opening, the was the world's longest artificial waterway, measuring 338 feet wide and 37 feet deep, designed primarily for battleships but quickly becoming vital for by shortening sailing distances by approximately 290 miles. The early 20th century saw the emerge as an unparalleled feat of lock-based navigation, integrating multiple chambers to bridge oceanic divides. Opened in 1914, the canal utilized a series of locks, including the three-step Gatun Locks on the Atlantic side, which collectively lift vessels 85 feet to the level of , and the single-chamber Pedro Miguel Lock on the Pacific side, which adjusts ships by 31 feet before a final descent via the Miraflores Locks. The original locks measured 110 feet wide, 1,000 feet long, and 40 feet deep, accommodating ships with beams up to 106 feet, drafts up to 39.5 feet, and lengths up to 965 feet, thereby enabling transoceanic trade between the Atlantic and Pacific while avoiding the lengthy route. This lock system, powered by gravity-fed water from , handled about 1,000 transits in 1914, its first full year of operation, underscoring its immediate global economic impact. Mid-20th-century Soviet infrastructure projects further expanded lock networks for inland bulk transport, with the Volga-Don Canal representing a monumental integration of river systems. Completed in 1952, this 101-kilometer canal linked the Volga and Don rivers through 13 locks—nine on the Volga slope overcoming a 88-meter rise and four on the Don slope—facilitating the movement of up to 15.6 million tons of cargo annually, primarily grain, oil, and timber from the Caspian Sea region to the Black Sea and beyond. The project, part of Stalin's postwar industrialization drive, incorporated massive concrete structures and reservoirs like the Tsimlyansk Dam to regulate water flow, enabling self-propelled barges of up to 5,000 tons to navigate the unified waterway system. By connecting five seas via complementary routes, the canal bolstered the Soviet economy's reliance on riverine logistics for resource distribution.

Principles of Operation

Pound Lock Fundamentals

The pound lock serves as the core device in water navigation for enabling vessels to traverse elevation changes on canals and rivers by isolating a section of waterway in a controllable chamber. This chamber, bounded by watertight gates at each end, allows the water level to be raised or lowered independently of the adjacent reaches, known as pounds. The fundamental principle relies on hydrostatic equilibrium, where water is transferred between the chamber and the upper or lower pound to match levels, thereby lifting or lowering the enclosed vessel without requiring it to be physically hauled. For a vessel ascending to a higher elevation, the process begins with the lock chamber filled to the level of the lower pound. The vessel maneuvers into the chamber, and the downstream (lower) gates are securely closed to seal it off. Paddles on the upstream (upper) gates are then opened, allowing water from the upper pound to flow into the chamber through integrated culverts or sluices. This inflow gradually raises the water level within the chamber until it equalizes with the upper pound, buoyantly elevating the vessel. Once levels are matched, the pressure differential across the upper gates is zero, ensuring safe opening without turbulent flow; the upstream gates are then released, permitting the vessel to exit into the upper pound. This sequence typically takes 10-20 minutes, depending on chamber size and inflow rate. The descent operation reverses this procedure to lower a vessel. With the chamber at the upper pound's level, the vessel enters from upstream, and the upper close to isolate the chamber. Paddles on the lower are opened to drain from the chamber into the lower pound via sluices, gradually reducing the until it matches the downstream pound. Equalization of levels and pressures precedes opening the lower , after which the vessel proceeds downstream. This controlled draining prevents sudden surges that could destabilize the vessel. Water management in pound locks is critical due to the finite supply in many systems, with each cycle consuming sourced from the upper pound. The volume used per cycle equals the chamber's capacity minus the vessel's submerged displacement, as the occupies space that reduces the net water transfer. This can be calculated using the : V=L×W×D×(1η)V = L \times W \times D \times (1 - \eta) where VV is the volume consumed, LL, WW, and DD are the chamber's , width, and effective depth difference, respectively, and η\eta is the factor for basins (typically 0.7-0.9 for systems with side ponds that recycle , or lower without). For a standard chamber without auxiliary basins, η\eta approaches the vessel displacement ratio, often 0.2-0.4, meaning up to 80% of the full chamber may be used per cycle. Safety protocols are integral to operations, particularly the requirement to fully equalize water levels and hydrostatic pressures across before opening them. This prevents vessel damage from compressive forces or erosive currents if a head difference exists, as unequal levels could generate flows exceeding 5-10 knots, risking structural integrity or . Operators monitor level indicators and conduct visual checks to confirm equilibrium, adhering to standards that prohibit movement until differentials are below 0.3 meters.

Components and Terminology

A lock consists of several key components that enable the controlled transfer of vessels between different levels. The primary sealing elements are , which form watertight barriers at each end of the chamber. Miter , the most common type, comprise a pair of leaves mounted on vertical trunnions that close against a central miter post, allowing their interlocking edges to resist hydrostatic from the higher side without requiring additional . Vertical lift , used in some configurations, slide upward along guide tracks to open, providing an alternative sealing mechanism suitable for higher heads or specific site constraints. Water flow into and out of the chamber is regulated by paddles or sluices, which are small valves integrated into the lock walls or gates. Ground paddles, positioned at the base of the chamber, facilitate emptying by allowing water to drain from the bottom, while top paddles near the upper gates enable controlled filling from above to minimize turbulence. These mechanisms ensure precise management of water levels without fully opening the main gates. The cill, or sill, is a fixed ledge at the bottom of the chamber where the lower edges of the gates rest when closed, establishing the effective depth available for navigation. It determines the minimum draft allowable for vessels, with regulations typically requiring a clearance of at least three to six inches below the vessel's draft to prevent grounding during transit. Standardized terminology describes the broader lock system. A pound refers to the level stretch of water between consecutive locks, maintaining uniform elevation along the waterway. The rise or fall denotes the vertical elevation change achieved by a single lock, typically measured as the difference in water levels between the upstream and downstream gates during operation. Snubbing posts, sturdy fixtures mounted on the chamber walls, provide attachment points for mooring lines to secure vessels and counteract forces during water level adjustments. A windlass, a handheld crank or handle, is employed for manual operation of paddles and gates in traditional setups. Finally, swell describes the transient pressure surge or wave generated in the chamber or adjacent pound during rapid filling, which can aid in propelling heavily loaded vessels forward.

Types of Locks

Standard Pound Locks

The standard pound lock consists of a rectangular chamber with parallel side walls, a floor, and gates at both ends, forming an enclosed space that allows vessels to be raised or lowered between water levels. These locks are typically constructed from masonry or cut stone in earlier designs, transitioning to reinforced concrete in later implementations for durability and cost efficiency. In 19th-century canals, chamber dimensions accommodated vessels ranging from about 60 feet long in early narrow systems to up to 200-220 feet in enlarged locks, with widths of 15-25 feet to handle barges and boats of varying drafts. This design offers advantages in simplicity of construction, requiring straightforward engineering with fixed walls and movable mitre gates that align efficiently when closed. It provides reliable performance for moderate vertical lifts of 10-20 feet per lock, minimizing structural stress and operational complexity compared to steeper inclines. Common configurations include single standalone locks for gentle rises of a few feet, where one chamber suffices to connect level sections of canal. For steeper gradients, multiple locks are arranged in flights, such as the 29-lock Caen Hill flight on the Kennet and Avon Canal in the UK, completed in 1810, which ascends 237 feet over two miles using a series of closely spaced chambers. A key limitation of standard pound locks is their water usage, as each full cycle empties and refills the entire chamber —often 50,000 to 100,000 gallons—directly into the downstream pound, leading to inefficiency in arid regions without supplementary features like side ponds to recycle .

Composite and Specialized Configurations

Diagonal locks feature chambers oriented at an angle to facilitate the intersection of two canals without requiring extensive land acquisition or complex bridging. This configuration allows vessels to navigate from one to another by passing through the angled lock , minimizing disruption to crossing traffic flows. A notable example is the reconstructed diagonal lock at the in , , which demonstrates 19th-century engineering for connecting the Netherton Tunnel Branch Canal with local branches. Drop locks employ falling or guillotine-style gates that descend into the water rather than rising gates, making them suitable for shallow sites where vertical clearance is limited. The gates drop vertically to seal the chamber, allowing efficient operation in low-head environments with reduced construction depth. The Arddleen drop lock on the in , installed in 2000, uses vertically descending gates to impound water effectively. Doubled or paired locks consist of twin parallel chambers that operate alternately, effectively doubling throughput capacity on busy waterways without expanding the footprint. This design enables one chamber to handle ascending vessels while the other manages descending ones, optimizing traffic and reducing wait times. On the , opened in 1894, the locks are constructed in pairs, with the largest measuring 600 feet long by 65 feet wide and 28 feet deep over the sill, incorporating intermediate gates for versatility in vessel sizes. Round locks adopt a circular chamber to accommodate radial canal layouts or junctions, enabling boats to maneuver and exit in multiple directions. The Round Lock on the in , built in 1676 from , is a prime example, connecting the canal to the River and a branch channel across three water levels with radial gates. This unique , the only round lock of its era worldwide, facilitates turning vessels within the chamber to align with different outflows. Staircase locks stack multiple chambers vertically, sharing intermediate gates and pounds to achieve greater elevation changes in a , thereby reducing overall consumption by approximately 50% compared to equivalent separate locks through efficient reuse of middle pounds. In a typical operation, vessels progress sequentially from the lowest to highest chamber, with water levels equalized only between adjacent locks. The Foxton Locks on the Grand Union Canal in , a ten-chamber staircase completed in 1815, exemplify this configuration, lifting boats 75 feet while conserving in a summit-limited region. Stop locks serve as simple barriers between connected waterways, typically featuring minimal lift or gates to prevent unintended water level equalization and maintain independent control by adjacent authorities. Unlike full locks, they prioritize hydraulic separation over vessel passage, often kept open during normal operations but closed to manage flows or during maintenance. The Hawkesbury Stop Lock on the Coventry Canal, dating to the early 19th century, controls water exchange with the , ensuring stable levels for downstream .

Tidal and Marine Locks

Tidal locks are specialized hydraulic structures designed to manage significant tidal fluctuations in estuarine or coastal waterways, primarily by incorporating one-way gates or s that prevent upstream flooding while allowing vessel passage. These locks maintain a consistent navigable depth upstream by closing during high tides and opening s to control water levels, ensuring safe navigation without the need for full chamber filling and emptying like inland pound locks. A prominent example is the Richmond Lock on the River Thames in the , constructed in 1894 by the Thames Conservancy, which features a half-tide lock with rising gates to sustain water levels toward during , thereby protecting upstream areas from tidal incursions. Marine locks, often referred to as sea locks, are larger-scale adaptations for direct connections to open ocean environments, featuring expansive chambers that buffer extreme tidal ranges and wave actions for ocean-going vessels. These structures enable tide-independent operations by isolating the lock chamber from oceanic surges, allowing ships to enter and exit harbors regardless of tidal phase, which is critical for commercial ports handling large cargo volumes. The Sea Lock in the , operational since 2022, exemplifies this design with its dimensions of 500 meters long, 70 meters wide, and 18 meters deep, providing reliable access to the for vessels up to these scales while mitigating tidal influences from the . Marina locks represent smaller variants tailored for recreational harbors, where they regulate water levels to facilitate access for pleasure craft amid tidal variations, often enabling fixed berthing slips rather than floating ones with extended ramps. By controlling ingress and egress, these locks protect moored boats from tidal currents and low-water stranding, with operations sometimes including "free-flow" periods during favorable to equalize levels without full locking. The Hythe Lock in the operates across a broad of 3.8 to 4.4 meters, using dual gates that allow free flow around high water to maintain basin depths of at least 2.5 meters for safe recreational use. Designing tidal and marine locks presents unique challenges, including the management of hydrodynamic surge pressures from storm events and the prevention of intrusion into upstream freshwater systems. Surge pressures, exacerbated by hurricanes or high winds, demand robust gate structures and energy-dissipating features to avoid structural failure, as seen in locks like the Canaveral Lock in , which reduces tidal velocities and blocks hurricane-induced to safeguard inland waterways. control is equally critical, with locks employing barriers to limit saltwater migration that could harm ecosystems or water supplies; the same Canaveral facility prevents salt intrusion into the by maintaining separation during tidal peaks. To counter these pressures, such locks are frequently integrated with breakwaters or revetments that dissipate wave energy at entrances, enhancing overall resilience in dynamic coastal settings.

Notable and Large Locks

Record-Breaking Structures

The Sea Lock in the , opened in January 2022, holds the record as the world's largest sea lock by volume, measuring 500 meters in length, 70 meters in width, and 18 meters in depth. This massive structure, located at the entrance to the near , was designed to accommodate supertankers and other large oceangoing vessels, significantly enhancing maritime access while minimizing tidal delays for inland shipping. In terms of vertical lift, the ship lift at the in , operational since 2016, achieves the highest rise at 113 meters, transporting vessels up to 3,000 tons between the Yangtze River reservoir and downstream sections. Although classified as a vertical ship lift rather than a traditional pound lock, its hybrid design integrates lock-like chambers within a towering , enabling that bypasses the dam's five conventional locks and reduces navigation time from hours to minutes. The Pinglu Canal's Madao ship lock in , under construction as of November 2025 with completion slated for 2026, represents the greatest capacity for an inland water-saving lock, capable of handling vessels up to 5,000 tons over a 30-meter change. This innovative structure, part of a 134-kilometer linking the Xijiang and Beipanjiang rivers, employs advanced water-recycling technology to conserve resources while supporting high-volume to . Among other notable records, the expanded Miraflores Locks of the , completed in 2016, feature chambers 427 meters long, allowing passage of Neo-Panamax ships up to 366 meters in length and 49 meters in beam, doubling the canal's overall capacity for larger container vessels. Similarly, the in , built in 1904, remains the highest hydraulic lift lock at 19.8 meters, utilizing a system to raise boats without water loss and serving as a pioneering example of early 20th-century engineering on the Trent-Severn Waterway. Other records include the Strépy-Thieu boat lift in , operational since 2002, which holds the title for the world's deepest lift lock at 24 meters (73 feet), facilitating navigation on the Brussels-Charleroi Canal for vessels up to 1,350 tons. The Kieldrecht Lock in , opened in 2016, is the largest lock by chamber surface area at approximately 52,000 square meters, supporting heavy container traffic on the Scheldt River.
Record CategoryStructureKey Dimensions/CapacityLocationYear
Largest by Volume500 m long, 70 m wide, 18 m deep2022
Highest Lift113 m vertical rise, 3,000-ton capacity2016
Greatest Inland Capacity5,000-ton vessels, 30 m lift2026 (ongoing 2025)
Neo-Panamax Length427 m chamber length2016
Highest Hydraulic Lift19.8 m lift1904
Deepest Lift Lock24 m depth2002
Largest by Surface Area~52,000 m² chamber area2016

Iconic Historical and Modern Examples

The in , opened in 2002, represents a modern hybrid innovation in water by serving as a rotating that connects the with the Union Canal, replacing a former flight of 11 locks and reducing transit time from a full day to mere minutes. This engineering marvel, standing 35 meters tall and utilizing for balance in its 1,800-tonne structure, rotates two water-filled gondolas to lift vessels 35 meters with minimal energy—equivalent to boiling eight kettles per cycle—while attracting over 500,000 visitors annually and revitalizing local tourism. Its design, fabricated by Butterley Engineering and integrated into a restored contaminated site, symbolizes the fusion of 21st-century technology with historical canal networks, enhancing connectivity without traditional lock mechanisms. In the , the St. Lawrence Seaway's seven locks in the Montreal-Lake Ontario section, completed in , enable ocean-going vessels to navigate a 246-foot (75-meter) elevation change from to , opening the to international maritime trade and handling approximately 40 million tonnes of cargo annually as of 2023. This binational project, comprising five Canadian and two U.S. locks, transformed North American by linking inland ports to global shipping routes, with vessels up to 225 meters long transiting the system. Its engineering overcame challenging and bedrock, establishing a model for large-scale cooperative waterway infrastructure. The , operational since 1869, relies on expansive passing basins rather than traditional locks to manage ship traffic across its 193-kilometer length at , accommodating bidirectional passage in a lock-free design due to the near-equivalent water levels of the Mediterranean and Red Seas. These basins, strategically placed along the route, allow larger vessels to overtake or meet oncoming ships, supporting the canal's role as a vital for global commerce without elevation adjustments. Historically, this system avoided the need for locks envisioned in earlier proposals, streamlining transit and minimizing operational delays. Culturally, locks have achieved World Heritage status through sites like the in , inscribed in 1996 for its 17th-century engineering ingenuity, including 91 locks that navigate a 240-kilometer course with 328 structures such as aqueducts and spillways. This canal's oval-shaped locks and staircase configurations, like the eight-lock flight at Fonserannes, highlight innovative solutions to terrain challenges, preserving a legacy of hydraulic mastery that influenced worldwide . During , canal locks became strategic targets, as seen in RAF bombings of the Dortmund-Ems Canal in starting in August 1940, where attacks on aqueducts and locks disrupted barge convoys carrying industrial supplies, severing key inland transport links and impacting the Axis war effort. A poignant is Lock 11 in , enlarged during the 1905–1918 Barge Canal project to a 10-meter rise, symbolizing American industrial expansion by accommodating larger self-propelled vessels and reducing the overall lock count from 83 to 35 across the system. This upgrade, part of a broader deepening to 12 feet and widening to 120–200 feet, facilitated greater freight volumes from the to the , underscoring the canal's evolution as an economic engine for westward settlement and trade.

Modern Developments

Technological Innovations

Recent advancements in lock automation since the early have integrated technologies and powered mechanisms to streamline operations and minimize human intervention. -based systems, including ultrasonic and pressure s, enable real-time monitoring of water levels and vessel positions, allowing automated gate adjustments that reduce crew requirements from multiple operators to supervisory roles. For instance, the expansion's third set of locks, operational since 2016, employs sliding gates operated via remote-controlled electric winches and automated closure chambers, which open and close in approximately three to five minutes while enhancing safety through integrated navigation monitoring. Emerging control systems further cut operational times and energy use in modern canal systems. Innovations in materials have focused on corrosion-resistant composites to extend the durability of lock structures in harsh aquatic environments. Fiber-reinforced polymers (FRP) are being developed and proposed by the U.S. Army Corps of Engineers for projects such as upgrades to aging locks like Black Rock Lock on the Buffalo District, offering comparable structural strength while resisting degradation from water exposure and potentially reducing maintenance costs significantly over equivalents. These lightweight FRP panels, often reinforced with carbon or glass fibers, are prefabricated for rapid installation and are expected to extend 2-3 times longer than equivalents. Water conservation technologies have evolved with advanced side basins and pumping systems to recycle water during lock cycles, addressing resource demands in water-scarce regions. In the Canal's expanded locks, three water-saving basins per chamber capture and reuse approximately 60% of the water otherwise lost in each transit, supplemented by auxiliary water sources to minimize freshwater draw from . Variable-speed pumps, increasingly standard in post-2010 installations, enable precise flow control by adjusting motor speeds to match leveling needs, avoiding the inefficiencies of fixed-speed systems and achieving up to 67% overall water savings in side-reservoir configurations. Hybrid systems combining traditional pound locks with vertical lifts represent a significant post-2000 development for handling extreme elevation changes efficiently. At China's , operational since , the navigation complex integrates a five-step ship lock for large vessels with a parallel vertical ship lift capable of elevating 3,000-ton ships 113 meters in about 40 minutes, reducing transit times by over 70% compared to lock-only passages and accommodating smaller craft without disrupting main lock traffic. This dual configuration, utilizing hydraulic counterweight principles, optimizes throughput in high-volume corridors while conserving water through the lift's enclosed basin design.

Environmental and Operational Challenges

Locks in water navigation systems present significant environmental and operational challenges, particularly in the context of sustainability and resource management. A primary concern is , as each lock cycle can consume substantial volumes of equivalent to the chamber's capacity. For instance, transits through the Panama Canal's expanded Neopanamax locks require approximately 120 million US gallons (454 million liters) of freshwater per vessel to fill the chambers and elevate or lower the ship. To mitigate this in water-scarce regions, techniques like side ponds—auxiliary reservoirs that reuse a portion of the from previous cycles—have been implemented, reducing overall consumption by 60 to 67 percent in equipped locks. In drought-prone areas, integration of alternative sources, such as into reservoir systems feeding the locks, helps supplement supplies during low-precipitation periods, as explored in broader water management strategies for inland waterways. By mid-2025, recovery from prior droughts allowed the to increase daily transits and drafts, demonstrating effective adaptive water management strategies. Environmental impacts arise largely from locks altering natural river flows and fragmenting aquatic habitats, which disrupts ecosystems and impedes species migration. Barriers like locks change water velocity and depth, leading to sediment accumulation downstream and reduced oxygen levels in impounded areas, which can degrade in rivers and connected wetlands. To address blockages, mitigation measures such as fish ladders and bypass channels have been mandated under the European Union's (2000/60/EC), which requires member states to achieve good ecological status for water bodies by facilitating unobstructed passage for migratory species like and eels. However, the effectiveness of these structures varies; studies indicate that many fish ladders fail to enable more than 3 percent of upstream migration for certain species in heavily modified rivers. Operational challenges are exacerbated by aging infrastructure and climate variability, which strain lock functionality and reliability. Many lock systems, built decades ago, require ongoing maintenance to prevent structural failures; for example, in 2025, the New York State Canal Corporation conducted critical repairs to the Erie Canal's movable dams and locks near St. Johnsville, leading to extended closures between Locks E-16 and E-17. Climate change intensifies these issues through extreme weather events, such as floods that overwhelm lock capacities and cause operational delays—for instance, high water levels in the Erie Canal in May 2025 forced a phased reopening of navigation, disrupting commercial and recreational traffic. Such events, projected to increase in frequency, can inundate control systems and navigational aids, further hindering safe passage. Safety and efficiency concerns in modern lock operations include risks of collisions and errors in automated systems, necessitating adherence to international standards. Vessel collisions with lock or walls pose hazards due to narrow chambers and strong currents during filling or emptying, particularly in high-traffic marine locks where autonomous navigation increases grounding or impact probabilities. errors, such as unintended movements or malfunctions, can compromise operations in unmanned facilities, underscoring the need for mechanisms and regular safety assessments as outlined in U.S. Bureau of Reclamation guidelines for . For marine locks, the (IMO) provides overarching safety guidelines, including those in the Seaway Practices and Procedures, which incorporate IMO standards for automatic identification systems and collision avoidance to enhance in interconnected waterway systems.

References

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