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Tuesday, March 8, 2022

Infantry in the Middle Ages

From Wikipedia, the free encyclopedia
 

Despite the rise of knightly cavalry in the 11th century, infantry played an important role throughout the Middle Ages on both the battlefield and in sieges. From the 14th century onwards, there was a rise in the prominence of infantry forces, sometimes referred to as an "infantry revolution".

Cost and recruitment: the growth of infantry

Catalan infantry of the 13th. century

The rising costs of war

In the medieval period, the mounted warrior held sway for an extended time. Typically heavily armoured, well-motivated and mounted on powerful, specially bred horses, the mounted knight represented a formidable force, which was used to effect against more lightly armoured troops. Since only the noble classes could afford the expense of knightly warfare, the supremacy of the mounted cavalryman was associated with the hierarchical structure of medieval times, particularly feudalism. As the period progressed, however, the dominance of the cavalry elite began to slowly break down. The Black Death in the 14th century swept through Europe, devastating the population and resulting in serious manpower shortages. This encouraged more economical use of available manpower, and the infantryman was much cheaper to outfit and maintain than the aristocratic knight. The Crusade era also saw a rise in the importance of infantry and required large numbers of men and material to be organized for distant battlefields. Such expeditions were part of the growing number of sieges, disputes and campaigns throughout the 13th and 14th centuries that greatly increased the cost of warfare for medieval regimes. The relative inexpensiveness of the infantryman, combined with a shortage of manpower, provided incentives for expanding their use.

Recruitment

By the 11th century, much of the infantry fighting was conducted by high-ranking nobles, middle-class freemen and peasants, who were expected to have a certain standard of equipment, often including helmet, spear, shield and secondary weapons in the form of an axe, long knife or sword. Peasants were also used for the role of archers and skirmishers, providing missile cover for the heavy infantry and cavalry. The later Medieval period also saw the expansion of mercenary forces, unbound to any medieval lord. The Swiss pikeman, the German Landsknecht, and the Italian Condottiere are three of the best known examples of this new class of fighting man. The expanded campaigns, castle-building and sieges of the era also saw greater use of household troops, often bodyguards of the elite, with a variety of useful skills. These were cheaper to recruit and maintain than knights with all their trappings. Siege warfare, in particular, required large bodies of troops in the field, for extended periods, including numerous specialists. All this added up to make the early days of peasant levies unsustainable. As more kings and lords turned to infantry, their opponents had to keep pace, leading to additional increases in foot troops. To obtain the best fighting men, elites had to make provision for their regular payment and supply. As one historian of medieval warfare notes:

The rising importance of foot troops, then, brought not only the opportunity but also the need to expand armies substantially. Then as early as the late 13th century, we can observe Edward I campaigning at the head of armies incorporating tens of thousands of paid archers and spearmen. This represented a major change in approaches to recruitment, organization, and above all pay.

Organisation and deployment

Organization

The importance of good order was well understood in medieval warfare:

Two great evils .... can follow from a disordered formation: one is that enemies can easily break into it; the other is that the formations may be so compressed that they cannot fight. Thus it is important to keep the formation in ranks and tight and joined together like a wall

Militia forces were often organised by guilds or districts, with their officers and banners. Swiss muster rolls show officers and standard bearers being appointed, and men being assigned to particular positions in the formation. Various accounts show that it was the role of commanders to make sure their men knew their position in the formation, knew which banners they fought under and who stood around them.

Infantry formations

Philippe Contamine identifies three basic infantry formations in the Middle Ages; the wall, the circle or crescent and the deep solid formation, either rectangular or triangular.

The wall

Linear formations existed throughout the medieval period. In the early Middle Ages, infantry used the Shieldwall, a formation where shields were held edge-to-edge or overlapped, but lines persisted beyond the widespread abandonment of shields in the later Middle Ages. Lines could vary in depth from four to sixteen deep and were drawn up tightly packed.

The circle

This formation, called the crown by J. F. Verbruggen, was used by infantry to form an all round defence against cavalry. It is recorded as having been used by Flemings, Swiss, Scots and Scandinavians.

Deep formations

Deep columns were favoured by the Swiss. A reconstruction of the deployment of Zürich forces in 1443 gives a formation 56 men wide by 20 deep, the formation having a width of 168 ft. and a depth of 140 ft. The Swiss main formation at the Battle of Morat consisted of 10,000 men, the outer four ranks being made up of pikemen, the inner ranks of halberdiers, the force having an estimated area of 60m. X 60m.

Triangular formations were also used, this sometimes being described as "in the manner of a shield" (L. in modum scuti). Wedge formations were used by the Vikings under the name of a "swine wedge" (ON svinfylking). The Swiss also sometimes used a keil or wedge of pikes to lead their columns.

The nature of infantry combat

Infantry versus cavalry

Tactically there were only two ways for infantry to beat cavalry in an open field battle: firepower and mass. Firepower could be provided by swarms of missiles. Mass could be provided by a tightly packed phalanx of men. Such tactics were long-established; the Romans used missile troops such as slingers, and the core infantry learned to deal with swarming enemy cavalrymen by forming a hollow square fenced with a solid hedge of iron pila (large javelins). Alexander the Great combined both methods in his clashes with the Asiatic horseman of Persia and India, screening his central infantry phalanx with slingers, archers and javelin-men, before unleashing his cavalry against the enemy. Both mass and firepower could be aided by a good tactical position, such as on a hill or on rough terrain, where enemy cavalry would have trouble manoeuvring. These ancient lessons were relearned in the Medieval period: in the Crusades, in the continued operations of forces like the Flemish footman, and particularly the Swiss pikeman and the English longbowman.

The Crusades offer an illustration of the growing recognition of the need for infantry. Against the mounted Islamic foes of European armies, infantry forces were of vital importance. Archers, for example, were essential in holding the fast-moving Muslim cavalry at bay—suppressing their firepower, and allowing the armoured knights to mount successful counter-attacks. Pikemen were important in screening the flanks of the Christian forces, always vulnerable to assault by the Turkish horsemen. Against Saladin's light cavalry at Jaffa (c. 1192) during the Crusades, Richard of England drew up a line of spearmen, kneeling on the ground with spear planted in front, forming an effectual 'hedge of steel' against the charging enemy horsemen. Behind the spear wall, crossbowmen stood ready, with assistants helping to reload. The Muslim armies attacked but the combined firepower of the archers and the steadiness of the wall of spears held. Once the Muslims pulled back, Richard ordered his armoured knights forward, and Saladin withdrew. At the battle of Courtrai in 1302, the determined Flemish infantry staked out a good position on advantageous ground (cut up with streams and ditches) and stood firm against the cavalry charge of the French nobles using their pikes and wooden Goedendag, a combination spear and club. The French charge was stopped and the Flemish infantry then moved forward to liquidate the opposition. At Bannockburn, the Scottish fighters dug numerous pits to foil the English cavalry, blunted the English advance, then counter-attacked with their pike army to soundly defeat their opponents. These and other examples illustrate the importance of trained infantry, but the dominance of the footman did not come overnight. Both cavalryman and infantryman continued to operate for long periods side by side throughout the Medieval period.

Infantry versus infantry

The essential elements of success in infantry combat were seen as good order and a tight formation, not impetus. During the Hundred Years' War, it was considered disadvantageous for infantry to be forced to attack. If infantry were forced to advance to the attack, it should be at a slow, steady pace and without turning. The actual mechanics of impact are not, however, fully understood. In his reconstruction of the infantry fight at Agincourt, John Keegan describes the French as running to contact over the final yards but the English stepping back to "wrong foot" them. The English gave back a "spear's length", leaving the two bodies spear fencing at a distance of 10–15 ft. This idea of a space between the battlelines in which combat takes place also features in some reconstructions of shield wall combat. Others see the clash of shield walls as involving the physical impact of one line with the other.

While it was known for a poorly arrayed line to disintegrate on contact with the enemy, it was more usual for a static battle to ensue and last for some time. Combat was not constant, the two sides parting to rest and reorganise. This could happen several times during combat. When it wasn't possible, an infantry force could become compressed and disordered with disastrous consequences, as happened at Agincourt and Westrozebeke.

The role of archery

The traditional role of archery on the medieval battlefield was to begin the action, advancing in front of the main body of the army, as occurred at the Battle of Hastings. This continued to be a standard tactic, particularly in the absence of enemy cavalry. The Swiss crossbowmen and handgunners of the 15th century were notable for their aggressive skirmishing in advance of the main army, as at Morat. To protect archers, particularly crossbowmen, against enemy archers, they were often deployed behind men with large shields, called pavises. This technique is first noted during the Crusades in the 12th century, for example at Jaffa, but was particularly common in Italy in the later Middle Ages. The crossbow began to replace the standard bow throughout Europe in the 12th century. In England and Wales, the longbow and in the Iberian Peninsula (Portugal and Spain) the recurved bow continued in use to the end of the period. Christian Spain owed the use of composite bows and mounted archery using Parthian shots to its long exposure to Islamic military techniques during the Reconquista.

Later in the Middle Ages, massed archery techniques were developed. English and Welsh longbowmen in particular were famed for the volume and accuracy of their shooting, to which cavalry and poorly armoured infantry were particularly vulnerable.

The role of infantry in sieges

A large number of sieges during the medieval era called for huge numbers of infantry in the field, both in defence and in the attack. Aside from labour units to construct defensive or offensive works, several specialists were deployed such as artillerymen, engineers and miners. Strongly fortified castles were hard to overcome. The simplest, most effective method was blockade and starvation. Artillery in the form of catapult, siege engines and later gunpowder weapons played an important role in reducing fortified positions. Mining beneath walls, shoring up the tunnel then collapsing it was also used. Defenders employed counter-tactics- using their artillery, missile weapons, and countermines against attacking forces. Against sieges, cavalrymen were not as valuable as footmen, and a large number of such troops was also used in the construction of fortifications. Free mercenary forces such as the Condottiere generally attempted to defeat their foes in open field battle or manoeuvre, but also participated in sieges, adding to the specialist ranks that bolstered the growing dominance of infantry.

Notable infantry of the Middle Ages

Swiss pikemen

Pikemen at the Battle of Sempach, 1386
 

The use of long pikes and densely packed foot troops was not uncommon during the Middle Ages. The Flemish footmen at the Battle of Courtrai, for example, as shown above, met and overcame the French knights c. 1302, and the Scots occasionally used the technique against the English during the Wars of Scottish Independence. However, it was the Swiss that brought infantry and pike tactics to an extremely high standard.

Morale, mobility and motivation

Rather than reluctant peasant levies dragooned into service by the local lords, the Swiss often fought as volunteer mercenaries for pay throughout Europe. Historical records indicate that the hard-marching Swiss pikemen managed to keep pace with cavalry units at times, if only in the confined terrain of the Alpine regions. Such mobility is outstanding but not unknown among foot soldiers. Roman records mention Germanic infantrymen trotting with cavalry, sometimes resting their hands on the horses for support. Centuries later, the fast-moving Zulu impis in Southern Africa made their mark, reputedly achieving an outstanding march rate of 50 miles per day. Using their mobility, the Swiss were frequently able to overcome contemporary mounted or infantry forces. Swiss pikemen were also generally known as highly motivated, tough-minded soldiers, with little respect for knightly trappings. In several historical accounts, the Swiss refused to retreat and stood and fought to the last man, even when greatly outnumbered, or facing a hopeless outcome.

Weapons and equipment

The Swiss initially started with mid-length polearms such as the halberds and the lucerne hammer, but eventually adopted the pike to fight more effectively in open terrain during the 15th century, after facing difficulties with dismounted gendarmes. These were excellent for dealing with mounted assaults. Rather than simply meet a lance on equal terms, a cavalryman facing the Swiss could expect to deal with sharp points and slashing blows that could certainly not cleave his armour, but could easily break his bones. Some polearms had hooks that could drag an enemy horseman from his mount. Pole weapons were mixed in combat, with pikemen in the front ranks and halberdiers deployed further back to break the deadlock of the "push of pike" after the former had delivered the initial shock treatment. The Swiss wore little armour, unlike the ancient phalanx warriors of old, dispensing with greaves or shield, and donning only a helmet and a relatively light reinforced corselet.

Manoeuvre and formations

In numerous battles before the rise of the Swiss, it was not uncommon for pikemen to group and await a mounted attack. Such an approach is sensible in certain circumstances, particularly if the phalanx occupies a strong position secured by terrain features. The downside is that it allows the attacking force more initiative. At the Battle of Falkirk, the Scots pikemen managed to hold off their cavalry opponents but were caught in a static position, providing targets for the English longbow. The Swiss, though by no means the creators of pike tactics, improved on them by adding flexible formations and aggressive manoeuvre.

When fighting on their own the Swiss often conducted complicated pre-battle manoeuvres through rough terrain to outflank their opponents, the different pike columns attacking from different directions. This was seen at the battles of Grandson, Morat, Nancy, and Novara. On the other hand, when employed in mercenary service they often showed a surprising stubbornness in clinging to frontal assaults (Bicocca, Cerignola), trusting that their reputation for ferocity and unflinching resolve would overcome any opposition.

A typical pike force was divided into three sections or columns. The Swiss were flexible in their dispositions – each section could operate independently or combine with others for mutual support. They could form a hollow square for all-round defence. They could advance in echelon or a triangular "wedge" assault. They could manoeuvre to mount wing attacks – with one column pinning the foe centrally, while a second echelon struck the flanks. They could group in-depth on a strong natural position like a hill. Even more disconcerting to their opponents, the Swiss attacked and manoeuvred aggressively. They did not await the mounted men, but themselves took the initiative, forcing their opponents to respond to their moves. It was a formula that brought them much battlefield success.

The famous Swiss hollow square provided for a vanguard group of blademen using slashing halberds or two-handed swords to break the front of cavalry formations. Bowmen and crossbowmen sometimes preceded the main body also as to provide missile cover, and similar contingents protected the flanks. The main force of pikemen advanced behind this screen. Battle was bloody and direct, and the Swiss killed any opponent regardless of knightly status. At the battle of Murten in 1477, the Swiss demonstrated that the square was not a static formation but could be used aggressively. Deployment of the vanguard, main body and rearguard were staggered in echelon, massing 10,000 men in a very small area (60 by 60 meters). The opposition was liquidated.

Effectiveness of the Swiss

The Swiss won a series of spectacular victories throughout Europe, helping to bring down the feudal order over the time, including victories at Morgarten, Laupen, Sempach, and Grandson. In some engagements the Swiss phalanx included crossbowmen, giving the formation a missile stand-off capability. Such was their effectiveness, that between 1450 and 1550 every leading prince in Europe either hired Swiss pikemen or emulated their tactics and weapons (such as the German Landsknecht). Even the Swiss, however, were not invincible; they could be beaten when confronted with a foe with absolute superiority in numbers, weaponry and armour (as almost happened at Arbedo in 1422, and at St Jakob in 1444) and the advent of firearms and field fortifications made the Swiss frontal steamroller attack extremely risky (as shown by the battles of Cerignola and Bicocca).

English longbowmen

Archers at the Battle of Poitiers, 1356
 

The English longbowman brought new effectiveness to European battlefields, not hitherto known widely for native archery. Also unusual was the type of bow used. Whereas Asian forces typically relied on the powerful multi-piece, multi-layered composite bow, the English relied on the single-piece longbow which delivered a stinging warhead of respectable range and punch.

Longbows and archers

In the British Isles, bows have been known from ancient times, but it was among the tribal Welsh that proficiency in use and construction became highly developed. Using their bows, the Welsh forces inflicted a heavy toll on the English invaders of their lands. Adapted by the English, the longbow was nevertheless a difficult weapon to master, requiring long years of use and practice. Even bow construction was extended, sometimes taking as much as four years for seasoned staves to be prepared and shaped for final deployment. A skilled longbowman could shoot 12 arrows a minute, a rate of fire superior to competing weapons like the crossbow or early gunpowder weapons. The nearest competitor to the longbow was the much more expensive crossbow or Arbalest, used often by urban militias and mercenary forces. It required less training but lacked the range of the longbow. A cheap "low class" weapon, considered "unchivalrous" by those unlucky enough to face it, the longbow outperformed the crossbow in the hands of skilled archers, and was to transform several battlefields in Europe.

The longbow on the battlefield

Longbowmen were used to great effect on the continent of Europe, as assorted kings and leaders clashed with their enemies on the battlefields of France. The most famous of these battles were Crecy, Poitiers and Agincourt. The English tactical system relied on a combination of longbowmen and heavy infantry, such as dismounted men-at-arms. Difficult to deploy in a thrusting mobile offensive, the longbow was best used in a defensive configuration. Against mounted enemies, the bowmen took up a defensive position and unleashed clouds of arrows into the ranks of knights and men-at-arms. The ranks of the bowmen were extended in thin lines and protected and screened by pits (e.g. Crecy), stakes (e.g. Agincourt) or trenches (e.g. Morlaix). There is some academic controversy about how the longbowmen and heavy infantry related on the battlefield. According to the traditional view articulated by A.H. Burne, the bowmen were deployed in a "V" between divisions of infantry, enabling them to trap and enfilade their foes. Other, more recent, historians such as Matthew Bennett dispute this, holding that the archers were normally deployed on the flanks of the army as a whole, rather than between divisions.

The widespread use of the crossbow

While the famous English longbowman is better known in the popular imagination, the missile troops that caused the most damage in the medieval era were the crossbowmen. The Catholic Church tried to outlaw the crossbow and all other ranged weapons at the Second Lateran Council in 1139, without much success. The crossbow was constructed initially of wood with steel gradually taking over in the 15th century, producing a weapon which had a range of 370–500 metres. It shot bolts or quarrels that could pierce most medieval armour. Other advantages of the crossbow were that it required only a few specialists with extensive training and tools to construct while the use of the weapon required little training. The crossbow and the longbow are two different weapon systems with solely their quick succession rate of shot compared in many modern assessments (precision, endurance, exploitation of opportunities are usually not taken into these comparisons). In the Middle Ages, both weapons co-existed, including the use of mounted crossbowmen on the British Islands and longbowmen from the British Isles down to Portugal and Italy. Some crossbows were operated by teams of a shooter with an assistant to help to reload. The assistant could be armed with a spear and a very large shield known as a pavise to provide cover for them. This created one of the typical Medieval mixed structures of crossbowmen and spearmen that were used with great success in the Hussite Wars and by Bertrand du Guesclin in his petty warfare reconquest of France during the Hundred Years' War.

Genoese crossbowmen

The best crossbowmen were considered to be Genoese crossbowmen from Italy, and their counterparts from the Iberian peninsula, such as Barcelona. In Spain crossbowmen were considered in rank equivalent to a cavalryman. The 14th century chronicler Ramon Muntaner believed the Catalans to be the best crossbowmen, because they were capable of maintaining their own weapons.

Crossbow guilds were common in many cities across Europe and crossbow competitions were held. These not only provided a pool of skilled crossbowmen but also reflect the social standing of the crossbowmen. Records of the Guild of St. George in Ghent show an organisation of some sophistication, fielding uniformed crossbowmen organised in companies under officers and standard-bearers, with support services such as pavise carriers (targedragers) and surgeons. Similarly organised co-fraternities of crossbowmen were present in French towns and cities in the 15th. century. Crossbowmen made up a significant proportion of Italian militias in the 13th and 14th century, again organised into units with officers, standards and pavise bearers. In some cities, such as Lucca, they were organised into elite and ordinary classes.

The crossbow on the battlefield

Crossbowmen generally opened a battle by skirmishing ahead of the army, as at the Battle of Courtrai, or were placed to cover the flanks, as at the Battle of Campaldino.

Infantry and the Medieval military revolution

Ayton and Price identify three components to the so-called "military revolution" occurring at the end of the Middle Ages; a rise in the importance of infantry to the detriment of heavy cavalry, increasing use of gunpowder weapons on the battlefield and sieges, as well as social, political, and fiscal changes allowing the growth of larger armies. The first of these components to manifest itself as the "infantry revolution", which developed during the 14th century. Initial victories like Courtrai or Morgarten were strongly dependent on use of terrain but over the course of the century two effective infantry systems developed; the infantry block, armed with spears and polearms, epitomised by the Swiss and the practice of combining dismounted men-at-arms with infantry with ranged weapons, typified by the English longbowman.

It would be wrong to assume that the infantry revolution swept heavy cavalry from the field. Improvements in armour for man and horse allowed cavalry to retain an important role into the 16th century. Instead, the three components of revolution identified by Ayton and Price led to a rebalancing of the elements of the medieval tactical system, opening the way for an integrated arms approach in the 16th century.

CANDU reactor

From Wikipedia, the free encyclopedia
 
Qinshan Phase III units 1 and 2, located in Zhejiang China (30.436° N 120.958° E): Two CANDU 6 reactors, designed by Atomic Energy of Canada Limited (AECL), owned and operated by the Third Qinshan Nuclear Power Company Limited. Note that the installation is essentially two separate plants, inherent to the CANDU6 design.

The CANDU (Canada Deuterium Uranium) is a Canadian pressurized heavy-water reactor design used to generate electric power. The acronym refers to its deuterium oxide (heavy water) moderator and its use of (originally, natural) uranium fuel. CANDU reactors were first developed in the late 1950s and 1960s by a partnership between Atomic Energy of Canada Limited (AECL), the Hydro-Electric Power Commission of Ontario, Canadian General Electric, and other companies.

There have been two major types of CANDU reactors, the original design of around 500 MWe that was intended to be used in multi-reactor installations in large plants, and the rationalized CANDU 6 in the 600 MWe class that is designed to be used in single stand-alone units or in small multi-unit plants. CANDU 6 units were built in Quebec and New Brunswick, as well as Pakistan, Argentina, South Korea, Romania, and China. A single example of a non-CANDU 6 design was sold to India. The multi-unit design was used only in Ontario, Canada, and grew in size and power as more units were installed in the province, reaching ~880 MWe in the units installed at the Darlington Nuclear Generating Station. An effort to rationalize the larger units in a fashion similar to CANDU 6 led to the CANDU 9.

By the early 2000s, sales prospects for the original CANDU designs were dwindling due to the introduction of newer designs from other companies. AECL responded by cancelling CANDU 9 development and moving to the Advanced CANDU reactor (ACR) design. ACR failed to find any buyers; its last potential sale was for an expansion at Darlington, but this was cancelled in 2009. In October 2011, the Canadian Federal Government licensed the CANDU design to Candu Energy (a wholly owned subsidiary of SNC-Lavalin), which also acquired the former reactor development and marketing division of AECL at that time. Candu Energy offers support services for existing sites and is completing formerly stalled installations in Romania and Argentina through a partnership with China National Nuclear Corporation. SNC Lavalin, the successor to AECL, is pursuing new CANDU 6 reactor sales in Argentina (Atucha 3), as well as China and Britain. Sales effort for the ACR reactor has ended.

In 2017, a consultation with industry led Natural Resources Canada to establish a "SMR Roadmap" targeting the development of small modular reactors. In response, SNC-Lavalin has developed a 300 MWe SMR version of the CANDU, the CANDU SMR, which it has begun to highlight on their website. In 2020, the CANDU SMR was not selected for further design work for a Canadian demonstration project. SNC-Lavalin is still looking at marketing a 300 MW SMR in part due to projected demand due to climate change mitigation.

Design and operation

Schematic diagram of a CANDU reactor:   Hot and   cold sides of the primary heavy-water loop;   hot and   cold sides of secondary light-water loop; and   cool heavy water moderator in the calandria, along with partially inserted adjuster rods (as CANDU control rods are known).
  1. Fuel bundle
  2. Calandria (reactor core)
  3. Adjuster rods
  4. Pressurizer
  5. Steam generator
  6. Light-water pump
  7. Heavy-water pump
  8. Fueling machines
  9. Heavy-water moderator
  10. Pressure tube
  11. Steam going to steam turbine
  12. Cold water returning from turbine
  13. Containment building made of reinforced concrete

The basic operation of the CANDU design is similar to other nuclear reactors. Fission reactions in the reactor core heat pressurized water in a primary cooling loop. A heat exchanger, also known as a steam generator, transfers the heat to a secondary cooling loop, which powers a steam turbine with an electric generator attached to it (for a typical Rankine thermodynamic cycle). The exhaust steam from the turbines is then cooled, condensed and returned as feedwater to the steam generator. The final cooling often uses cooling water from a nearby source, such as a lake, river, or ocean. Newer CANDU plants, such as the Darlington Nuclear Generating Station near Toronto, Ontario, use a diffuser to spread the warm outlet water over a larger volume and limit the effects on the environment. Although all CANDU plants to date have used open-cycle cooling, modern CANDU designs are capable of using cooling towers instead.

Where the CANDU design differs from most other designs is in the details of the fissile core and the primary cooling loop. Natural uranium consists of a mix of mostly uranium-238 with small amounts of uranium-235 and trace amounts of other isotopes. Fission in these elements releases high-energy neutrons, which can cause other 235U atoms in the fuel to undergo fission as well. This process is much more effective when the neutron energies are much lower than what the reactions release naturally. Most reactors use some form of neutron moderator to lower the energy of the neutrons, or "thermalize" them, which makes the reaction more efficient. The energy lost by the neutrons during this moderation process heats the moderator, and this heat is extracted for power.

Most commercial reactor designs use normal water as the moderator. Water absorbs some of the neutrons, enough that it is not possible to keep the reaction going in natural uranium. CANDU replaces this "light" water with heavy water. Heavy water's extra neutron decreases its ability to absorb excess neutrons, resulting in a better neutron economy. This allows CANDU to run on unenriched natural uranium, or uranium mixed with a wide variety of other materials such as plutonium and thorium. This was a major goal of the CANDU design; by operating on natural uranium the cost of enrichment is removed. This also presents an advantage in nuclear proliferation terms, as there is no need for enrichment facilities, which might also be used for weapons.

Calandria and fuel design

Two CANDU fuel bundles: each is about 50 cm in length and 10 cm in diameter, and can generate about 1 GWh (3.6 TJ) of electricity during its time in a CANDU reactor

In conventional light-water reactor (LWR) designs, the entire fissile core is placed in a large pressure vessel. The amount of heat that can be removed by a unit of a coolant is a function of the temperature; by pressurizing the core, the water can be heated to much greater temperatures before boiling, thereby removing more heat and allowing the core to be smaller and more efficient.

Building a pressure vessel of the required size is a significant challenge, and at the time of the CANDU's design, Canada's heavy industry lacked the requisite experience and capability to cast and machine reactor pressure vessels of the required size. This problem is amplified by natural uranium fuel's lower fissile density, which requires a larger reactor core. This issue was so major that even the relatively small pressure vessel originally intended for use in the NPD prior to its mid-construction redesign could not be fabricated domestically and had to be manufactured in Scotland instead. Domestic development of the technology required to produce pressure vessels of the size required for commercial-scale heavy water moderated power reactors was thought to be very unlikely.

In CANDU the fuel bundles are instead contained in much smaller metal tubes about 10 cm diameter. The tubes are then contained in a larger vessel containing additional heavy water acting purely as a moderator. This vessel, known as a calandria, is not pressurized and remains at much lower temperatures, making it much easier to fabricate. In order to prevent the heat from the pressure tubes from leaking into the surrounding moderator, each pressure tube is enclosed in a calandria tube. Carbon dioxide gas in the gap between the two tubes acts as an insulator. The moderator tank also acts as a large heat sink that provides an additional safety feature.

In a conventional design with a pressurized core, refuelling the system requires the core to shut down and the pressure vessel to be opened. Due to the arrangement used in CANDU, only the single tube being refuelled needs to be depressurized. This allows the CANDU system to be continually refuelled without shutting down, another major design goal. In modern systems, two robotic machines attach to the reactor faces and open the end caps of a pressure tube. One machine pushes in the new fuel, whereby the depleted fuel is pushed out and collected at the other end. A significant operational advantage of online refuelling is that a failed or leaking fuel bundle can be removed from the core once it has been located, thus reducing the radiation levels in the primary cooling loop.

Each fuel bundle is a cylinder assembled from thin tubes filled with ceramic pellets of uranium oxide fuel (fuel elements). In older designs, the bundle had 28 or 37 half-meter-long fuel elements with 12–13 such assemblies lying end-to-end in a pressure tube. The newer CANFLEX bundle has 43 fuel elements, with two element sizes (so the power rating can be increased without melting the hottest fuel elements). It is about 10 centimetres (3.9 in) in diameter, 0.5 metres (20 in) long, weighs about 20 kilograms (44 lb), and is intended to eventually replace the 37-element bundle. To allow the neutrons to flow freely between the bundles, the tubes and bundles are made of neutron-transparent zircaloy (zirconium + 2.5% wt niobium).

Purpose of using heavy water

Bruce Nuclear Generating Station, operating eight CANDU reactors, is the largest nuclear power plant in the world by net operating capacity

Natural uranium is a mix of isotopes, mainly uranium-238, with 0.72% fissile uranium-235 by weight. A reactor aims for a steady rate of fission over time, where the neutrons released by fission cause an equal number of fissions in other fissile atoms. This balance is referred to as criticality. The neutrons released in these reactions are fairly energetic and don't readily react with (get "captured" by) the surrounding fissile material. In order to improve this rate, they must have their energy moderated, ideally to the same energy as the fuel atoms themselves. As these neutrons are in thermal equilibrium with the fuel, they are referred to as thermal neutrons.

During moderation it helps to separate the neutrons and uranium, since 238U has a large affinity for intermediate-energy neutrons ("resonance" absorption), but is only easily fissioned by the few energetic neutrons above ≈1.5–2 MeV. Since most of the fuel is usually 238U, most reactor designs are based on thin fuel rods separated by moderator, allowing the neutrons to travel in the moderator before entering the fuel again. More neutrons are released than are needed to maintain the chain reaction; when uranium-238 absorbs just the excess, plutonium is created, which helps to make up for the depletion of uranium-235. Eventually the build-up of fission products that are even more neutron-absorbing than 238U slows the reaction and calls for refuelling.

Light water makes an excellent moderator: the light hydrogen atoms are very close in mass to a neutron and can absorb a lot of energy in a single collision (like a collision of two billiard balls). Light hydrogen is also fairly effective at absorbing neutrons, and there will be too few left over to react with the small amount of 235U in natural uranium, preventing criticality. In order to allow criticality, the fuel must be enriched, increasing the amount of 235U to a usable level. In light-water reactors, the fuel is typically enriched to between 2% and 5% 235U (the leftover fraction with less 235U is called depleted uranium). Enrichment facilities are expensive to build and operate. They are also a proliferation concern, as they can be used to enrich the 235U much further, up to weapons-grade material (90% or more 235U). This can be remedied if the fuel is supplied and reprocessed by an internationally approved supplier.

The main advantage of heavy-water moderator over light water is the reduced absorption of the neutrons that sustain the chain reaction, allowing a lower concentration of active atoms (to the point of using unenriched natural uranium fuel). Deuterium ("heavy hydrogen") already has the extra neutron that light hydrogen would absorb, reducing the tendency to capture neutrons. Deuterium has twice the mass of a single neutron (vs light hydrogen, which has about the same mass); the mismatch means that more collisions are needed to moderate the neutrons, requiring a larger thickness of moderator between the fuel rods. This increases the size of the reactor core and the leakage of neutrons. It is also the practical reason for the calandria design, otherwise, a very large pressure vessel would be needed. The low 235U density in natural uranium also implies that less of the fuel will be consumed before the fission rate drops too low to sustain criticality, because the ratio of 235U to fission products + 238U is lower. In CANDU most of the moderator is at lower temperatures than in other designs, reducing the spread of speeds and the overall speed of the moderator particles. This means that most of the neutrons will end up at a lower energy and be more likely to cause fission, so CANDU not only "burns" natural uranium, but it does so more effectively as well. Overall, CANDU reactors use 30–40% less mined uranium than light-water reactors per unit of electricity produced. This is a major advantage of the heavy-water design; it not only requires less fuel, but as the fuel does not have to be enriched, it is much less expensive as well.

A further unique feature of heavy-water moderation is the greater stability of the chain reaction. This is due to the relatively low binding energy of the deuterium nucleus (2.2 MeV), leading to some energetic neutrons and especially gamma rays breaking the deuterium nuclei apart to produce extra neutrons. Both gammas produced directly by fission and by the decay of fission fragments have enough energy, and the half-lives of the fission fragments range from seconds to hours or even years. The slow response of these gamma-generated neutrons delays the response of the reactor and gives the operators extra time in case of an emergency. Since gamma rays travel for meters through water, an increased rate of chain reaction in one part of the reactor will produce a response from the rest of the reactor, allowing various negative feedbacks to stabilize the reaction.

On the other hand, the fission neutrons are thoroughly slowed down before they reach another fuel rod, meaning that it takes neutrons a longer time to get from one part of the reactor to the other. Thus if the chain reaction accelerates in one section of the reactor, the change will propagate itself only slowly to the rest of the core, giving time to respond in an emergency. The independence of the neutrons' energies from the nuclear fuel used is what allows such fuel flexibility in a CANDU reactor, since every fuel bundle will experience the same environment and affect its neighbors in the same way, whether the fissile material is uranium-235, uranium-233 or plutonium.

Canada developed the heavy-water-moderated design in the post–World War II era to explore nuclear energy while lacking access to enrichment facilities. War-era enrichment systems were extremely expensive to build and operate, whereas the heavy water solution allowed the use of natural uranium in the experimental ZEEP reactor. A much less expensive enrichment system was developed, but the United States classified work on the cheaper gas centrifuge process. The CANDU was therefore designed to use natural uranium.

Safety features

The CANDU includes a number of active and passive safety features in its design. Some of these are a side effect of the physical layout of the system.

CANDU designs have a positive void coefficient, as well as a small power coefficient, normally considered bad in reactor design. This implies that steam generated in the coolant will increase the reaction rate, which in turn would generate more steam. This is one of the many reasons for the cooler mass of moderator in the calandria, as even a serious steam incident in the core would not have a major impact on the overall moderation cycle. Only if the moderator itself starts to boil, would there be any significant effect, and the large thermal mass ensures that this will occur slowly. The deliberately "sluggish" response of the fission process in CANDU allows controllers more time to diagnose and deal with problems.

The fuel channels can only maintain criticality if they are mechanically sound. If the temperature of the fuel bundles increases to the point where they are mechanically unstable, their horizontal layout means that they will bend under gravity, shifting the layout of the bundles and reducing the efficiency of the reactions. Because the original fuel arrangement is optimal for a chain reaction, and the natural uranium fuel has little excess reactivity, any significant deformation will stop the inter-fuel pellet fission reaction. This will not stop heat production from fission product decay, which would continue to supply a considerable heat output. If this process further weakens the fuel bundles, the pressure tube they are in will eventually bend far enough to touch the calandria tube, allowing heat to be efficiently transferred into the moderator tank. The moderator vessel has a considerable thermal capability on its own and is normally kept relatively cool.

Heat generated by fission products would initially be at about 7% of full reactor power, which requires significant cooling. The CANDU designs have several emergency cooling systems, as well as having limited self-pumping capability through thermal means (the steam generator is well above the reactor). Even in the event of a catastrophic accident and core meltdown, the fuel is not critical in light water. This means that cooling the core with water from nearby sources will not add to the reactivity of the fuel mass.

Normally the rate of fission is controlled by light-water compartments called liquid zone controllers, which absorb excess neutrons, and by adjuster rods, which can be raised or lowered in the core to control the neutron flux. These are used for normal operation, allowing the controllers to adjust reactivity across the fuel mass, as different portions would normally burn at different rates depending on their position. The adjuster rods can also be used to slow or stop criticality. Because these rods are inserted into the low-pressure calandria, not the high-pressure fuel tubes, they would not be "ejected" by steam, a design issue for many pressurized-water reactors.

There are two independent, fast-acting safety shutdown systems as well. Shutoff rods are held above the reactor by electromagnets and drop under gravity into the core to quickly end criticality. This system works even in the event of a complete power failure, as the electromagnets only hold the rods out of the reactor when power is available. A secondary system injects a high-pressure gadolinium nitrate neutron absorber solution into the calandria.

Fuel cycle

Range of possible CANDU fuel cycles: CANDU reactors can accept a variety of fuel types, including the used fuel from light-water reactors

A heavy-water design can sustain a chain reaction with a lower concentration of fissile atoms than light-water reactors, allowing it to use some alternative fuels; for example, "recovered uranium" (RU) from used LWR fuel. CANDU was designed for natural uranium with only 0.7% 235U, so reprocessed uranium with 0.9% 235U is a rich fuel. This extracts a further 30–40% energy from the uranium. The Qinshan CANDU reactor in China has used recovered uranium. The DUPIC (Direct Use of spent PWR fuel in CANDU) process under development can recycle it even without reprocessing. The fuel is sintered in air (oxidized), then in hydrogen (reduced) to break it into a powder, which is then formed into CANDU fuel pellets.

CANDU reactors can also breed fuel from the more abundant thorium. This is being investigated by India to take advantage of its natural thorium reserves.

Even better than LWRs, CANDU can utilize a mix of uranium and plutonium oxides (MOX fuel), the plutonium either from dismantled nuclear weapons or reprocessed reactor fuel. The mix of isotopes in reprocessed plutonium is not attractive for weapons, but can be used as fuel (instead of being simply nuclear waste), while consuming weapons-grade plutonium eliminates a proliferation hazard. If the aim is explicitly to utilize plutonium or other actinides from spent fuel, then special inert-matrix fuels are proposed to do this more efficiently than MOX. Since they contain no uranium, these fuels do not breed any extra plutonium.

Economics

The neutron economy of heavy-water moderation and precise control of on-line refueling allow CANDU to use a wide range of fuels other than enriched uranium, e.g., natural uranium, reprocessed uranium, thorium, plutonium, and used LWR fuel. Given the expense of enrichment, this can make fuel much cheaper. There is an initial investment into the tonnes of 99.75% pure heavy water to fill the core and heat-transfer system. In the case of the Darlington plant, costs released as part of a freedom of information act request put the overnight cost of the plant (four reactors totalling 3,512 MWe net capacity) at $5.117 billion CAD (about US$4.2 billion at early-1990s exchange rates). Total capital costs including interest were $14.319 billion CAD (about US$11.9 billion) with the heavy water accounting for $1.528 billion, or 11%, of this.

Since heavy water is less efficient than light water at slowing neutrons, CANDU needs a larger moderator-to-fuel ratio and a larger core for the same power output. Although a calandria-based core is cheaper to build, its size increases the cost for standard features like the containment building. Generally nuclear plant construction and operations are ≈65% of overall lifetime cost; for CANDU, costs are dominated by construction even more. Fueling CANDU is cheaper than other reactors, costing only ≈10% of the total, so the overall price per kWh electricity is comparable. The next-generation Advanced CANDU reactor (ACR) mitigates these disadvantages by having light-water coolant and using a more compact core with less moderator.

When first introduced, CANDUs offered much better capacity factor (ratio of power generated to what would be generated by running at full power, 100% of the time) than LWRs of a similar generation. The light-water designs spent, on average, about half the time being refueled or maintained. Since the 1980s, dramatic improvements in LWR outage management have narrowed the gap, with several units achieving capacity factors ~90% and higher, with an overall fleet performance of 92% in 2010. The latest-generation CANDU 6 reactors have an 88–90% CF, but overall performance is dominated by the older Canadian units with CFs on the order of 80%. Refurbished units had historically demonstrated poor performance, on the order of 65%. This has since improved with the return of Bruce units A1 and A2 to operation, which have post-refurbishment capacity factors of 82% and 88%, respectively.

Some CANDU plants suffered from cost overruns during construction, often from external factors such as government action. For instance, a number of imposed construction delays led to roughly a doubling of the cost of the Darlington Nuclear Generating Station near Toronto, Ontario. Technical problems and redesigns added about another billion to the resulting $14.4 billion price. In contrast, in 2002 two CANDU 6 reactors at Qinshan in China were completed on-schedule and on-budget, an achievement attributed to tight control over scope and schedule.

Pickering Nuclear Generating Station
Pickering Nuclear Generating Station The station consists of six operating and two shut down CANDU reactors housed in domed containment buildings. The cylindrical Vacuum Building is an additional safety system where steam is condensed in the event of a major leak.

Nuclear nonproliferation

In terms of safeguards against nuclear weapons proliferation, CANDUs meet a similar level of international certification as other reactors. The plutonium for India's first nuclear detonation, Operation Smiling Buddha in 1974, was produced in a CIRUS reactor supplied by Canada and partially paid for by the Canadian government using heavy water supplied by the United States. In addition to its two PHWR reactors, India has some safeguarded pressurised heavy-water reactors (PHWRs) based on the CANDU design, and two safeguarded light-water reactors supplied by the US. Plutonium has been extracted from the spent fuel from all of these reactors; India mainly relies on an Indian designed and built military reactor called Dhruva. The design is believed to be derived from the CIRUS reactor, with the Dhruva being scaled-up for more efficient plutonium production. It is this reactor which is thought to have produced the plutonium for India's more recent (1998) Operation Shakti nuclear tests.

Although heavy water is relatively immune to neutron capture, a small amount of the deuterium turns into tritium in this way. This tritium is extracted from some CANDU plants in Canada, mainly to improve safety in case of heavy-water leakage. The gas is stockpiled and used in a variety of commercial products, notably "powerless" lighting systems and medical devices. In 1985 what was then Ontario Hydro sparked controversy in Ontario due to its plans to sell tritium to the United States. The plan, by law, involved sales to non-military applications only, but some speculated that the exports could have freed American tritium for the United States nuclear weapons program. Future demands appear to outstrip production, in particular the demands of future generations of experimental fusion reactors like ITER. Between 1.5 to 2.1 kilograms (3.3 to 4.6 lb) of tritium were recovered annually at the Darlington separation facility by 2003, of which a minor fraction was sold.

The 1998 Operation Shakti test series in India included one bomb of about 45 kilotons of TNT (190 TJ) yield that India has publicly claimed was a hydrogen bomb. An offhand comment in the BARC publication Heavy Water – Properties, Production and Analysis appears to suggest that the tritium was extracted from the heavy water in the CANDU and PHWR reactors in commercial operation. Janes Intelligence Review quotes the Chairman of the Indian Atomic Energy Commission as admitting to the tritium extraction plant, but refusing to comment on its use. India is also capable of creating tritium more efficiently by irradiation of lithium-6 in reactors.

Tritium production

Tritium, 3H, is a radioactive isotope of hydrogen, with a half-life of 12.3 years. It is produced in small amounts in nature (about 4 kg per year globally) by cosmic ray interactions in the upper atmosphere. Tritium is considered a weak radionuclide because of its low-energy radioactive emissions (beta particle energy up to 18.6 keV). The beta particles travel 6 mm in air and only penetrate skin up to 6 micrometers. The biological half-life of inhaled, ingested, or absorbed tritium is 10–12 days.

Tritium is generated in the fuel of all reactors; CANDU reactors generate tritium also in their coolant and moderator, due to neutron capture in heavy hydrogen. Some of this tritium escapes into containment and is generally recovered; a small percentage (about 1%) escapes containment and is considered a routine radioactive emission (also higher than from an LWR of comparable size). Responsible operation of a CANDU plant therefore includes monitoring tritium in the surrounding environment (and publishing the results).

In some CANDU reactors the tritium is periodically extracted. Typical emissions from CANDU plants in Canada are less than 1% of the national regulatory limit, which is based on International Commission on Radiological Protection (ICRP) guidelines (for example, the maximal permitted drinking-water concentration for tritium in Canada, 7,000 Bq/L, corresponds to 1/10 of the ICRP's dose limit for members of the public). Tritium emissions from other CANDU plants are similarly low.

In general, there is significant public controversy about radioactive emissions from nuclear power plants, and for CANDU plants one of the main concerns is tritium. In 2007 Greenpeace published a critique of tritium emissions from Canadian nuclear power plants by Ian Fairlie. This report was criticized by Richard Osborne.

History

The CANDU development effort has gone through four major stages over time. The first systems were experimental and prototype machines of limited power. These were replaced by a second generation of machines of 500 to 600 MWe (the CANDU 6), a series of larger machines of 900 MWe, and finally developing into the CANDU 9 and ACR-1000 effort.

Early efforts

The first heavy-water-moderated design in Canada was the ZEEP, which started operation just after the end of World War II. ZEEP was joined by several other experimental machines, including the NRX in 1947 and NRU in 1957. These efforts led to the first CANDU-type reactor, the Nuclear Power Demonstration (NPD), in Rolphton, Ontario. It was intended as a proof-of-concept and rated for only 22 MWe, a very low power for a commercial power reactor. NPD produced the first nuclear-generated electricity in Canada and ran successfully from 1962 to 1987.

The second CANDU was the Douglas Point reactor, a more powerful version rated at roughly 200 MWe and located near Kincardine, Ontario. It went into service in 1968 and ran until 1984. Uniquely among CANDU stations, Douglas Point had an oil-filled window with a view of the east reactor face, even when the reactor was operating. Douglas Point was originally planned to be a two-unit station, but the second unit was cancelled because of the success of the larger 515 MWe units at Pickering.

Gentilly-1 (right) and Gentilly-2 (left)

Gentilly-1, in Bécancour, Quebec near Trois-Rivières, Quebec, was also an experimental version of CANDU, using a boiling light-water coolant and vertical pressure tubes, but was not considered successful and closed after seven years of fitful operation. Gentilly-2, a CANDU-6 reactor, began operating in 1983. Following statements from the in-coming Parti Québécois government in September 2012 that Gentilly would close, the operator, Hydro-Québec, decided to cancel a previously announced refurbishment of the plant and announced its shutdown at the end of 2012, citing economic reasons for the decision. The company has started a 50-year decommissioning process estimated to cost $1.8 billion.

In parallel with the classic CANDU design, experimental variants were being developed. WR-1, located at the AECL's Whiteshell Laboratories in Pinawa, Manitoba, used vertical pressure tubes and organic oil as the primary coolant. The oil used has a higher boiling point than water, allowing the reactor to operate at higher temperatures and lower pressures than a conventional reactor. WR-1's outlet temperature was about 490 °C compared to the CANDU 6's nominal 310 °C; the higher temperature and thus thermodynamic efficiency offsets to some degree the fact that oils have about half the heat capacity of water. The higher temperatures also result in more efficient conversion to steam, and ultimately, electricity. WR-1 operated successfully for many years and promised a significantly higher efficiency than water-cooled versions.

600 MWe designs

The successes at NPD and Douglas Point led to the decision to construct the first multi-unit station in Pickering, Ontario. Pickering A, consisting of Units 1 to 4, went into service in 1971. Pickering B with units 5 to 8 came online in 1983, giving a full-station capacity of 4,120 MWe. The station is very close to the city of Toronto, in order to reduce transmission costs.

A series of improvements to the basic Pickering design led to the CANDU 6 design, which first went into operation in the early 1980s. CANDU 6 was essentially a version of the Pickering power plant that was redesigned to be able to be built in single-reactor units. CANDU 6 was used in several installations outside Ontario, including the Gentilly-2 in Quebec, and Point Lepreau Nuclear Generating Station in New Brunswick. CANDU 6 forms the majority of foreign CANDU systems, including the designs exported to Argentina, Romania, China and South Korea. Only India operates a CANDU system that is not based on the CANDU 6 design.

900 MWe designs

The economics of nuclear power plants generally scale well with size. This improvement at larger sizes is offset by the sudden appearance of large quantities of power on the grid, which leads to a lowering of electricity prices through supply and demand effects. Predictions in the late 1960s suggested that growth in electricity demand would overwhelm these downward pricing pressures, leading most designers to introduce plants in the 1000 MWe range.

Pickering A was quickly followed by such an upscaling effort for the Bruce Nuclear Generating Station, constructed in stages between 1970 and 1987. It is the largest nuclear facility in North America and second largest in the world (after Kashiwazaki-Kariwa in Japan), with eight reactors at around 800 MWe each, in total 6,232 MW (net) and 7,276 MW (gross). Another, smaller, upscaling led to the Darlington Nuclear Generating Station design, similar to the Bruce plant, but delivering about 880 MWe per reactor in a four-reactor station.

As was the case for the development of the Pickering design into the CANDU 6, the Bruce design was also developed into the similar CANDU 9. Like the CANDU 6, the CANDU 9 is essentially a repackaging of the Bruce design, so that it can be built as a single-reactor unit. No CANDU 9 reactors have been built.

Generation III+ designs

Through the 1980s and 1990s the nuclear power market suffered a major crash, with few new plants being constructed in North America or Europe. Design work continued throughout, and new design concepts were introduced that dramatically improved safety, capital costs, economics and overall performance. These generation III+ and generation IV machines became a topic of considerable interest in the early 2000s, as it appeared that a nuclear renaissance was underway and large numbers of new reactors would be built over the next decade.

AECL had been working on a design known as the ACR-700, using elements of the latest versions of the CANDU 6 and CANDU 9, with a design power of 700 MWe. During the nuclear renaissance, the upscaling seen in the earlier years re-expressed itself, and the ACR-700 was developed into the 1200 MWe ACR-1000. ACR-1000 is the next-generation (officially, "generation III+") CANDU technology, which makes some significant modifications to the existing CANDU design.

The main change, and the most radical among the CANDU generations, is the use of pressurized light water as the coolant. This significantly reduces the cost of implementing the primary cooling loop, which no longer has to be filled with expensive heavy water. The ACR-1000 uses about 1/3rd the heavy water needed in earlier-generation designs. It also eliminates tritium production in the coolant loop, the major source of tritium leaks in operational CANDU designs. The redesign also allows a slightly negative void reactivity, a major design goal of all Gen III+ machines.

The design also requires the use of slightly enriched uranium, enriched by about 1 or 2%. The main reason for this is to increase the burn-up ratio, allowing bundles to remain in the reactor longer, so that only a third as much spent fuel is produced. This also has effects on operational costs and timetables, as the refuelling frequency is reduced. As is the case with earlier CANDU designs, the ACR-1000 also offers online refuelling.

Outside of the reactor, the ACR-1000 has a number of design changes that are expected to dramatically lower capital and operational costs. Primary among these changes is the design lifetime of 60 years, which dramatically lowers the price of the electricity generated over the lifetime of the plant. The design also has an expected capacity factor of 90%. Higher-pressure steam generators and turbines improve efficiency downstream of the reactor.

Many of the operational design changes were also applied to the existing CANDU 6 to produce the Enhanced CANDU 6. Also known as CANDU 6e or EC 6, this was an evolutionary upgrade of the CANDU 6 design with a gross output of 740 MWe per unit. The reactors are designed with a lifetime of over 50 years, with a mid-life program to replace some of the key components e.g. the fuel channels. The projected average annual capacity factor is more than 90%. Improvements to construction techniques (including modular, open-top assembly) decrease construction costs. The CANDU 6e is designed to operate at power settings as low as 50%, allowing them to adjust to load demand much better than the previous designs.

Sales efforts in Canada

By most measures, the CANDU is "the Ontario reactor". The system was developed almost entirely in Ontario, and only two experimental designs were built in other provinces. Of the 29 commercial CANDU reactors built, 22 are in Ontario. Of these 22, a number of reactors have been removed from service. Two new CANDU reactors have been proposed for Darlington with Canadian government help with financing, but these plans ended in 2009 due to high costs.

AECL has heavily marketed CANDU within Canada, but has found a limited reception. To date, only two non-experimental reactors have been built in other provinces, one each in Quebec and New Brunswick, other provinces have concentrated on hydro and coal-fired plants. Several Canadian provinces have developed large amounts of hydro power. Alberta and Saskatchewan do not have extensive hydro resources, and use mainly fossil fuels to generate electric power.

Interest has been expressed in Western Canada, where CANDU reactors are being considered as heat and electricity sources for the energy-intensive oil sands extraction process, which currently uses natural gas. Energy Alberta Corporation announced 27 August 2007 that they had applied for a licence to build a new nuclear plant at Lac Cardinal (30 km west of the town of Peace River, Alberta), with two ACR-1000 reactors going online in 2017 producing 2.2 gigawatts (electric). A 2007 parliamentary review suggested placing the development efforts on hold. The company was later purchased by Bruce Power, who proposed expanding the plant to four units of a total 4.4 gigawatts. These plans were upset and Bruce later withdrew its application for the Lac Cardinal, proposing instead a new site about 60 km away. The plans are currently moribund after a wide consultation with the public demonstrated that while about 15 of the population were open to reactors, 14 were opposed.

Foreign sales

During the 1970s, the international nuclear sales market was extremely competitive, with many national nuclear companies being supported by their governments' foreign embassies. In addition, the pace of construction in the United States had meant that cost overruns and delayed completion was generally over, and subsequent reactors would be cheaper. Canada, a relatively new player on the international market, had numerous disadvantages in these efforts. The CANDU was deliberately designed to reduce the need for very large machined parts, making it suitable for construction by countries without a major industrial base. Sales efforts have had their most success in countries that could not locally build designs from other firms.

In the late 1970s, AECL noted that each reactor sale would employ 3,600 Canadians and result in $300 million in balance-of-payments income. These sales efforts were aimed primarily at countries being run by dictatorships or similar, a fact that led to serious concerns in parliament. These efforts also led to a scandal when it was discovered millions of dollars had been given to foreign sales agents, with little or no record of who they were, or what they did to earn the money. This led to a Royal Canadian Mounted Police investigation after questions were raised about sales efforts in Argentina, and new regulations on full disclosure of fees for future sales.

CANDU's first success was the sale of early CANDU designs to India. In 1963, an agreement was signed for export of a 200 MWe power reactor based on the Douglas Point reactor. The success of the deal led to the 1966 sale of a second reactor of the same design. The first reactor, then known as RAPP-1 for "Rajasthan Atomic Power Project", began operation in 1972. A serious problem with cracking of the reactor's end shield led to the reactor being shut down for long periods, and the reactor was finally downrated to 100 MW. Construction of the RAPP-2 reactor was still underway when India detonated its first atomic bomb in 1974, leading to Canada ending nuclear dealings with the country. Part of the sales agreement was a technology transfer process. When Canada withdrew from development, India continued construction of CANDU-like plants across the country. By 2010, CANDU-based reactors were operational at the following sites: Kaiga (3), Kakrapar (2), Madras (2), Narora (2), Rajasthan (6), and Tarapur (2).

In Pakistan, the Karachi Nuclear Power Plant with a gross capacity of 137 MWe was built between 1966 and 1971.

In 1972, AECL submitted a design based on the Pickering plant to Argentina's Comision Nacional de Energia Atomica process, in partnership with the Italian company Italimpianti. High inflation during construction led to massive losses, and efforts to re-negotiate the deal were interrupted by the March 1976 coup led by General Videla. The Embalse Nuclear Power Station began commercial operation in January 1984. There have been ongoing negotiations to open more CANDU 6 reactors in the country, including a 2007 deal between Canada, China and Argentina, but to date no firm plans have been announced.

A licensing agreement with Romania was signed in 1977, selling the CANDU 6 design for $5 million per reactor for the first four reactors, and then $2 million each for the next twelve. In addition, Canadian companies would supply a varying amount of equipment for the reactors, about $100 million of the first reactor's $800 million price tag, and then falling over time. In 1980, Nicolae Ceaușescu asked for a modification to provide goods instead of cash, in exchange the amount of Canadian content was increased and a second reactor would be built with Canadian help. Economic troubles in the country worsened throughout the construction phase. The first reactor of the Cernavodă Nuclear Power Plant only came online in April 1996, a decade after its December 1985 predicted startup. Further loans were arranged for completion of the second reactor, which went online in November 2007.

In January 1975, a deal was announced for a single CANDU 6 reactor to be built in South Korea, now known as the Wolsong-1 Power Reactor. Construction started in 1977 and commercial operation began in April 1983. In December 1990 a further deal was announced for three additional units at the same site, which began operation in the period 1997–1999. South Korea also negotiated development and technology transfer deals with Westinghouse for their advanced System-80 reactor design, and all future development is based on locally built versions of this reactor.

In June 1998, construction started on a CANDU 6 reactor in Qinshan China Qinshan Nuclear Power Plant, as Phase III (units 4 and 5) of the planned 11 unit facility. Commercial operation began in December 2002 and July 2003, respectively. These are the first heavy water reactors in China. Qinshan is the first CANDU-6 project to use open-top reactor building construction, and the first project where commercial operation began earlier than the projected date.

CANDU Energy is continuing marketing efforts in China. In addition, China and Argentina have agreed a contract to build a 700 MWe Candu-6 derived reactor. Construction is planned to start in 2018 at Atucha.

Economic performance

The cost of electricity from any power plant can be calculated by roughly the same selection of factors: capital costs for construction or the payments on loans made to secure that capital, the cost of fuel on a per-watt-hour basis, and fixed and variable maintenance fees. In the case of nuclear power, one normally includes two additional costs, the cost of permanent waste disposal, and the cost of decommissioning the plant when its useful lifetime is over. Generally, the capital costs dominate the price of nuclear power, as the amount of power produced is so large that it overwhelms the cost of fuel and maintenance. The World Nuclear Association calculates that the cost of fuel, including all processing, accounts for less than one cent (US$0.01) per kWh.

Information on economic performance on CANDU is somewhat lopsided; the majority of reactors are in Ontario, which is also the "most public" among the major CANDU operators. Although much attention has been focused on the problems with the Darlington plant, every CANDU design in Ontario went over budget by at least 25%, and average over 150% higher than estimated. Darlington was the worst, at 350% over budget, but this project was stopped in-progress thereby incurring additional interest charges during a period of high interest rates, which is a special situation that was not expected to repeat itself.

In the 1980s, the pressure tubes in the Pickering A reactors were replaced ahead of design life due to unexpected deterioration caused by hydrogen embrittlement. Extensive inspection and maintenance has avoided this problem in later reactors.

All the Pickering A and Bruce A reactors were shut down in 1999 in order to focus on restoring operational performance in the later generations at Pickering, Bruce, and Darlington. Before restarting the Pickering A reactors, OPG undertook a limited refurbishment program. The original cost and time estimates based on inadequate project scope development were greatly below the actual time and cost and it was determined that Pickering units 2 and 3 would not be restarted for commercial reasons.

These overruns were repeated at Bruce, with Units 3 and 4 running 90% over budget. Similar overruns were experienced at Point Lepreau, and Gentilly-2 plant was shut down on 28 December 2012.

Based on the projected capital costs, and the low cost of fuel and in-service maintenance, in 1994 power from CANDU was predicted to be well under 5 cents/kWh.

In 1999, Ontario Hydro was broken up and its generation facilities re-formed into Ontario Power Generation (OPG). In order to make the successor companies more attractive for private investors, $19.4 billion in "stranded debt" was placed in the control of the Ontario Electricity Financial Corporation. This debt is slowly paid down through a variety of sources, including a 0.7-cent/kWh tariff on all power, all income taxes paid by all operating companies, and all dividends paid by the OPG and Hydro One.

Darlington is currently in the process of considering a major re-build of several units, as it too is reaching its design mid-life time. The budget is currently estimated to be between $8.5 and $14 billion, and produce power at 6 to 8 cents/kWh.

Darlington Units 1, 3 and 4 have operated with an average lifetime annual capacity factor of 85% and Unit 2 with a capacity factor of 78%, refurbished units at Pickering and Bruce have lifetime capacity factors between 59 and 69%. This includes periods of several years while the units were shut down for the retubing and refurbishing. In 2009, Bruce A units 3 and 4 had capacity factors of 80.5% and 76.7% respectively, in a year when they had a major Vacuum Building outage.

Active CANDU reactors

Today there are 31 CANDU reactors in use around the world, and 13 "CANDU-derivatives" in India, developed from the CANDU design. After India detonated a nuclear bomb in 1974, Canada stopped nuclear dealings with India. The breakdown is:

Memory and trauma

From Wikipedia, the free encyclopedia https://en.wikipedia.org/wiki/Memory_and_trauma ...