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Etiquette

Etiquette is the set of norms of personal behaviour in polite society, usually occurring in the form of an ethical code of the expected and accepted social behaviours that accord with the conventions and norms observed and practised by a society, a social class, or  a social group. In modern English usage, the French word  (label and tag) dates from the year 1750.

History

In, the Ancient Egyptian vizier Ptahhotep wrote The Maxims of Ptahhotep , a didactic book of precepts extolling civil virtues such as truthfulness, self-control, and kindness towards other people. Recurrent thematic motifs in the maxims include learning by listening to other people, being mindful of the imperfection of human knowledge, that avoiding open conflict whenever possible should not be considered weakness, and that the pursuit of justice should be foremost. Yet, in human affairs, the command of a god ultimately prevails in all matters. Some of Ptahhotep's maxims indicate a person's correct behaviours in the presence of great personages (political, military, religious), and instructions on how to choose the right master and how to serve him. Other maxims teach the correct way to be a leader through openness and kindness, that greed is the base of all evil and should be guarded against, and that generosity towards family and friends is praiseworthy.

Confucius was a Chinese intellectual and philosopher whose works emphasized personal and governmental morality, correctness of social relationships, the pursuit of justice in personal dealings, and sincerity in all personal relations.

Baldassare Castiglione, count of Casatico, was an Italian courtier and diplomat, soldier, and author of The Book of the Courtier (1528), an exemplar courtesy book dealing with questions of the etiquette and morality of the courtier during the Italian Renaissance.

Louis XIV (1638–1715), King of France, used a codified etiquette to tame the French nobility and assert his supremacy as the absolute monarch of France. In consequence, the ceremonious royal court favourably impressed foreign dignitaries whom the king received at the seat of French government, the Palace of Versailles, to the south-west of Paris.

Politeness

In the 18th century, during the Age of Enlightenment, the adoption of etiquette was a self-conscious process for acquiring the conventions of politeness and the normative behaviours (charm, manners, demeanour) which symbolically identified the person as a genteel member of the upper class. To identify with the social élite, the upwardly mobile middle class and the bourgeoisie adopted the behaviours and the artistic preferences of the upper class. To that end, socially ambitious people of the middle classes occupied themselves with learning, knowing, and practising the rules of social etiquette, such as the arts of elegant dress and gracious conversation, when to show emotion, and courtesy with and towards women.

In the early 18th century, Anthony Ashley-Cooper, 3rd Earl of Shaftesbury, wrote influential essays that defined politeness as the art of being pleasing in company; and discussed the function and nature of politeness in the social discourse of a commercial society:

"'Politeness' may be defined as dext'rous management of our words and actions, whereby we make other people have better opinion of us and themselves."

Periodicals, such as The Spectator, a daily publication founded in 1711 by Joseph Addison and Richard Steele, regularly advised their readers on the etiquette required of a gentleman, a man of good and courteous conduct; their stated editorial goal was "to enliven morality with wit, and to temper wit with morality… to bring philosophy out of the closets and libraries, schools and colleges, to dwell in clubs and assemblies, at tea-tables and coffeehouses"; to which end, the editors published articles written by educated authors, which provided topics for civil conversation, and advice on the requisite manners for carrying a polite conversation, and for managing social interactions.

Conceptually allied to etiquette is the notion of civility (social interaction characterised by sober and reasoned debate) which for socially ambitious men and women also became an important personal quality to possess for social advancement. In the event, gentlemen's clubs, such as Harrington's Rota Club, published an in-house etiquette that codified the civility expected of the members. Besides The Spectator, other periodicals sought to infuse politeness into English coffeehouse conversation, the editors of The Tatler were explicit that their purpose was the reformation of English manners and morals; to those ends, etiquette was presented as the virtue of morality and a code of behaviour.

In the mid-18th century, the first, modern English usage of etiquette (the conventional rules of personal behaviour in polite society) was by Philip Stanhope, 4th Earl of Chesterfield, in the book Letters to His Son on the Art of Becoming a Man of the World and a Gentleman (1774), a correspondence of more than 400 letters written from 1737 until the death of his son, in 1768; most of the letters were instructive, concerning varied subjects that a worldly gentleman should know. The letters were first published in 1774, by Eugenia Stanhope, the widow of the diplomat Philip Stanhope, Chesterfield's bastard son. Throughout the correspondence, Chesterfield endeavoured to decouple the matter of social manners from conventional morality, with perceptive observations that pragmatically argue to Philip that mastery of etiquette was an important means for social advancement, for a man such as he. Chesterfield's elegant, literary style of writing epitomised the emotional restraint characteristic of polite social intercourse in 18th-century society:

"I would heartily wish that you may often be seen to smile, but never heard to laugh while you live. Frequent and loud laughter is the characteristic of folly and ill-manners; it is the manner in which the mob express their silly joy at silly things; and they call it being merry. In my mind there is nothing so illiberal, and so ill-bred, as audible laughter. I am neither of a melancholy nor a cynical disposition, and am as willing and as apt to be pleased as anybody; but I am sure that since I have had the full use of my reason nobody has ever heard me laugh."

In the 19th century, Victorian era (1837–1901) etiquette developed into a complicated system of codified behaviours, which governed the range of manners in society—from the proper language, style, and method for writing letters, to correctly using cutlery at table, and to the minute regulation of social relations and personal interactions between men and women and among the social classes.

Sociological perspectives
In a society, manners are described as either good manners or as bad manners to indicate whether a person's behaviour is acceptable to the cultural group. As such, manners enable ultrasociality and are integral to the functioning of the social norms and conventions that are informally enforced through self-regulation. The perspectives of sociology indicate that manners are a means for people to display their social status, and a means of demarcating, observing, and maintaining the boundaries of social identity and of social class.

In The Civilizing Process (1939), sociologist Norbert Elias said that manners arose as a product of group living, and persist as a way of maintaining social order. Manners proliferated during the Renaissance in response to the development of the 'absolute state'—the progression from small-group living to large-group living characterised by the centralized power of the State. The rituals and manners associated with the royal court of England during that period were closely bound to a person's social status. Manners demonstrate a person's position within a social network, and a person's manners are a means of negotiation from that social position.

From the perspective of public health, in The Healthy Citizen (1996), Alana R. Petersen and Deborah Lupton said that manners assisted the diminishment of the social boundaries that existed between the public sphere and the private sphere of a person's life, and so gave rise to "a highly reflective self, a self who monitors his or her behavior with due regard for others with whom he or she interacts, socially"; and that "the public behavior of individuals came to signify their social standing; a means of presenting the self and of evaluating others, and thus the control of the outward self was vital."

Sociologist Pierre Bourdieu applied the concept of habitus to define the societal functions of manners. The habitus is the set of mental attitudes, personal habits, and skills that a person possesses—his or her dispositions of character that are neither self-determined, nor pre-determined by the external environment, but which are produced and reproduced by social interactions—and are "inculcated through experience and explicit teaching", yet tend to function at the subconscious level. Manners are likely to be a central part of the dispositions that guide a person's ability to decide upon socially-compliant behaviours.

Anthropologic perspective
In Purity and Danger: An Analysis of Concepts of Pollution and Taboo (2003) the anthropologist Mary Douglas said that manners, social behaviors, and group rituals enable the local cosmology to remain ordered and free from those things that may pollute or defile the integrity of the culture. Ideas of pollution, defilement, and disgust are attached to the margins of socially acceptable behaviour in order to curtail unacceptable behaviour, and so maintain "the assumptions by which experience is controlled" within the culture.

Evolutionary perspectives
In studying the expression of emotion by humans and animals, naturalist Charles Darwin noted the universality of facial expressions of disgust and shame among infants and blind people, and concluded that the emotional responses of shame and disgust are innate behaviours.

Public health specialist Valerie Curtis said that the development of facial responses was concomitant with the development of manners, which are behaviours with an evolutionary role in preventing the transmission of diseases, thus, people who practise personal hygiene and politeness will most benefit from membership in their social group, and so stand the best chance of biological survival, by way of opportunities for reproduction.

From the study of the evolutionary bases of prejudice, social psychologists Catherine Cottrell and Steven Neuberg said that human behavioural responses to 'otherness' might enable the preservation of manners and social norms. The feeling of "foreignness"—which people experience in their first social interaction with someone from another culture—might partly serve an evolutionary function: 'Group living surrounds one with individuals [who are] able to physically harm fellow group members, to spread contagious disease, or to "free ride" on their efforts'; therefore, a commitment to sociality is a risk: 'If threats, such as these, are left unchecked, the costs of sociality will quickly exceed its benefits. Thus, to maximize the returns on group "living", individual group members should be attuned to others' features or behaviors.'

Therefore, people who possess the social traits common to the cultural group are to be trusted, and people without the common social traits are to be distrusted as 'others', and thus treated with suspicion or excluded from the group. That pressure of social exclusivity, born from the shift towards communal living, excluded uncooperative people and persons with poor personal hygiene. The threat of social exclusion led people to avoid personal behaviours that might embarrass the group or that might provoke revulsion among the group.

To demonstrate the transmission of social conformity, anthropologists Joseph Henrich and Robert Boyd developed a behavioural model in which manners are a means of mitigating social differences, curbing undesirable personal behaviours, and fostering co-operation within the social group. Natural selection favoured the acquisition of genetically transmitted mechanisms for learning, thereby increasing a person's chances for acquiring locally adaptive behaviours: "Humans possess a reliably developing neural encoding that compels them both to punish individuals who violate group norms (common beliefs or practices) and [to] punish individuals who do not punish norm-violators."

Categories
Social manners are in three categories: (i) manners of hygiene, (ii) manners of courtesy, and (iii) manners of cultural norm. Each category accounts for an aspect of the functional role that manners play in a society. The categories of manners are based upon the social outcome of behaviour, rather than upon the personal motivation of the behaviour. As a means of social management, the rules of etiquette encompass most aspects of human social interaction; thus, a rule of etiquette reflects an underlying ethical code and a person's fashion and social status.

 * Manners of hygiene: concern avoiding the transmission of disease, and usually are taught by the parent to the child by way of parental discipline, positive behavioural enforcement of body-fluid continence (toilet training), and the avoidance of and removal of disease vectors that risk the health of children. Society expects that by adulthood the manners for personal hygiene have become a second-nature behaviour, violations of which shall provoke physical and moral disgust. Hygiene etiquette during the COVID-19 pandemic included social distancing and warnings against public spitting.

 * Manners of courtesy: concern self-control and good-faith behaviour, by which a person gives priority to the interests of another person, and priority to the interests of a socio-cultural group, in order to be a trusted member of that group. Courtesy manners maximize the benefits of group-living by regulating the nature of social interactions; however, the performance of courtesy manners occasionally interferes with the avoidance of communicable disease. Generally, parents teach courtesy manners in the same way they teach hygiene manners, but the child also learns manners directly (by observing the behaviour of other people in their social interactions) and by imagined social interactions (through the executive functions of the brain). A child usually learns courtesy manners at an older age than when he or she was toilet trained (taught hygiene manners), because learning the manners of courtesy requires that the child be self-aware and conscious of social position, which then facilitate understanding that violations (accidental or deliberate) of social courtesy will provoke peer disapproval within the social group.

 * Manners of cultural norms: concern the social rules by which a person establishes his or her identity and membership in a given socio-cultural group. In abiding the manners of cultural norm, a person demarcates socio-cultural identity and establishes social boundaries, which then identify whom to trust and whom to distrust as 'the other'. Cultural norm manners are learnt through the enculturation with and the routinisation of 'the familiar', and through social exposure to the 'cultural otherness' of people identified as foreign to the group. Transgressions and flouting of the manners of cultural norm usually result in the social alienation of the transgressor. The nature of culture-norm manners allows a high level of intra-group variability, but the manners usually are common to the people who identify with the given socio-cultural group.

Courtesy books
The Book of the Courtier (1528), by Baldassare Castiglione, identified the manners and the morals required by socially ambitious men and women for success in a royal court of the Italian Renaissance (14th–17th c.); as an etiquette text, The Courtier was an influential courtesy book in 16th-century Europe.
 * 16th century

On Civility in Children (1530), by Erasmus of Rotterdam, instructs boys in the means of becoming a young man; how to walk and talk, speak and act in the company of adults. The practical advice for acquiring adult self-awareness includes explanations of the symbolic meanings—for adults—of a boy's body language when he is fidgeting and yawning, scratching and bickering. On completing Erasmus's curriculum of etiquette, the boy has learnt that civility is the point of good manners: the adult ability to 'readily ignore the faults of others, but avoid falling short, yourself,' in being civilised.

Etiquette in Society, in Business, in Politics, and at Home (1922), by Emily Post documents the "trivialities" of desirable conduct in daily life, and provided pragmatic approaches to the practice of good manners—the social conduct expected and appropriate for the events of life, such as a baptism, a wedding, and a funeral.
 * 20th century

As didactic texts, books of etiquette (the conventional rules of personal behaviour in polite society) usually feature explanatory titles, such as The Ladies' Book of Etiquette, and Manual of Politeness: A Complete Hand Book for the Use of the Lady in Polite Society (1860), by Florence Hartley; Amy Vanderbilt's Complete Book of Etiquette (1957); Miss Manners' Guide to Excruciatingly Correct Behavior (1979), by Judith Martin; and Peas & Queues: The Minefield of Modern Manners (2013), by Sandi Toksvig. Such books present ranges of civility, socially acceptable behaviours for their respective times. Each author cautions the reader that to be a well-mannered person they must practise good manners in their public and private lives.

The How Rude! comic-book series addresses and discusses adolescent perspectives and questions of etiquette, social manners, and civility.

Business
In commerce, the purpose of etiquette is to facilitate the social relations necessary for realising business transactions; in particular, social interactions among workers, and between labour and management. Business etiquette varies by culture, such as the Chinese and Australian approaches to conflict resolution. The Chinese business philosophy is based upon (personal connections), whereby person-to-person negotiation resolves difficult matters, whereas Australian business philosophy relies upon attorneys-at-law to resolve business conflicts through legal mediation; thus, adjusting to the etiquette and professional ethics of another culture is an element of culture shock for businesspeople.

In 2011, etiquette trainers formed the Institute of Image Training and Testing International (IITTI) a non-profit organisation to train personnel departments in measuring and developing and teaching social skills to employees, by way of education in the rules of personal and business etiquette, in order to produce business workers who possess standardised manners for successfully conducting business with people from other cultures.

In the retail branch of commerce, the saying "the customer is always right" summarises the profit-orientation of good manners, between the buyer and the seller of goods and services:

"There are always two sides to the case, of course, and it is a credit to good manners that there is scarcely ever any friction in stores and shops of the first class. Salesmen and women are usually persons who are both patient and polite, and their customers are most often ladies in fact as well as 'by courtesy.' Between those before and those behind the counters, there has sprung up in many instances a relationship of mutual goodwill and friendliness. It is, in fact, only the woman who is afraid that someone may encroach upon her exceedingly insecure dignity, who shows neither courtesy nor consideration to any except those whom she considers it to her advantage to please."

title: Etiquette


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Arrow

An arrow is a fin-stabilized projectile launched by a bow. A typical arrow usually consists of a long, stiff, straight shaft with a weighty (and usually sharp and pointed) arrowhead attached to the front end, multiple fin-like stabilizers called fletchings mounted near the rear, and a slot at the rear end called a nock for engaging the bowstring. A container or bag carrying additional arrows for convenient reloading is called a quiver.

The use of bows and arrows by humans predates recorded history and is common to most cultures. A craftsman who makes arrows is a fletcher (who were traditionally associated with the Worshipful Company of Fletchers in the City of London), and one that makes arrowheads is an arrowsmith.

History

The oldest evidence of likely arrowheads, dating to c. 64,000 years ago, were found in Sibudu Cave, current South Africa. Likely arrowheads made from animal bones have been discovered in the Fa Hien Cave in Sri Lanka which are also the oldest evidence for the use of arrows outside of Africa dating to c. 48,000 years ago. The oldest evidence of the use of bows to shoot arrows dates to about 10,000 years ago; it is based on pinewood arrows found in the Ahrensburg valley north of Hamburg. They had shallow grooves on the base, indicating that they were shot from a bow. The oldest bow so far recovered is about 8,000 years old, found in the Holmegård swamp in Denmark. Archery seems to have arrived in the Americas with the Arctic small tool tradition, about 4,500 years ago.

Size
Arrow sizes vary greatly across cultures, ranging from eighteen inches to five feet (45 cm to 152 cm). However, most modern arrows are 75 cm to 96 cm in length. Arrows recovered from the Mary Rose, an English warship that sank in 1545 whose remains were raised in 1982, were mostly 76 cm long. Very short arrows have been used, shot through a guide attached either to the bow (an "overdraw") or to the archer's wrist (the Turkish "siper"). These may fly farther than heavier arrows, and an enemy without suitable equipment may find himself unable to return them.

Shaft
The shaft is the primary structural element of the arrow, to which the other components are attached. Traditional arrow shafts are made from strong, lightweight wood, bamboo, or reeds, while modern shafts may be made from aluminium, carbon fibre reinforced plastic, or a combination of materials. Such shafts are typically made from an aluminium core wrapped with a carbon fibre outer. A traditional premium material is Port Orford Cedar.

Spine
The stiffness of the shaft is known as its spine, referring to how little the shaft bends when compressed, hence an arrow which bends less is said to have more spine. In order to strike consistently, a group of arrows must be similarly spined. "Center-shot" bows, in which the arrow passes through the central vertical axis of the bow riser, may obtain consistent results from arrows with a wide range of spines. However, most traditional bows are not center-shot and the arrow has to deflect around the handle in the archer's paradox; such bows tend to give most consistent results with a narrower range of arrow spine that allows the arrow to deflect correctly around the bow. Bows with higher draw weight will generally require stiffer arrows, with more spine (less flexibility) to give the correct amount of flex when shot.

GPI rating
The weight of an arrow shaft can be expressed in GPI (grains per inch). The length of a shaft in inches multiplied by its GPI rating gives the weight of the shaft in grains. For example, a shaft that is 30 inch long and has a GPI of 9.5 weighs 285 gr. This does not include the other elements of a finished arrow, so a complete arrow will be heavier than the shaft alone.

Footed arrows
Sometimes a shaft will be made of two different types of wood fastened together, resulting in what is known as a footed arrow. Known by some as the finest of wood arrows, footed arrows were used both by early Europeans and Native Americans. Footed arrows will typically consist of a short length of hardwood near the head of the arrow, with the remainder of the shaft consisting of softwood. By reinforcing the area most likely to break, the arrow is more likely to survive impact, while maintaining overall flexibility and lighter weight.

Barreled arrow shafts
A barreled arrow shaft is one that tapers in diameter bi-directionally. This allows for an arrow that has an optimum weight yet retains enough strength to resist flex.

Barreled arrow shafts are considered the zenith of pre-industrial archery technology, reaching their peak design among the Ottomans.

Arrowhead
The arrowhead or projectile point is the primary functional part of the arrow, and plays the largest role in determining its purpose. Some arrows may simply use a sharpened tip of the solid shaft, but it is far more common for separate arrowheads to be made, usually from metal, horn, or some other hard material. Arrowheads are usually separated by function:

 * Bodkin points are short, rigid points with a small cross-section. They were made of unhardened iron and may have been used for better or longer flight, or for cheaper production. It has been mistakenly suggested that the bodkin came into its own as a means of penetrating armour, but research has found no hardened bodkin points, so it is likely that it was first designed either to extend range or as a cheaper and simpler alternative to the broadhead. In a modern test, a direct hit from a hard steel bodkin point penetrated Damascus chain armour. However, archery was not effective against plate armour, which became available to knights of fairly modest means by the late 14th century.
 * Blunts are unsharpened arrowheads occasionally used for types of target shooting, for shooting at stumps or other targets of opportunity, or hunting small game when the goal is to concuss the target without penetration. Blunts are commonly made of metal or hard rubber. They may stun, and occasionally, the arrow shaft may penetrate the head and the target; safety is still important with blunt arrows.
 * Judo points have spring wires extending sideways from the tip. These catch on grass and debris to prevent the arrow from being lost in the vegetation. Used for practice and for small game.
 * Broadheads were used for war and are still used for hunting. Medieval broadheads could be made from steel, sometimes with hardened edges. They usually have two to four sharp blades that cause massive bleeding in the victim. Their function is to deliver a wide cutting edge so as to kill as quickly as possible by cleanly cutting major blood vessels, and cause further trauma on removal. They are expensive, damage most targets, and are usually not used for practice.
 * There are two main types of broadheads used by hunters: the fixed-blade and the mechanical types. While the fixed-blade broadhead keeps its blades rigid and unmovable on the broadhead at all times, the mechanical broadhead deploys its blades upon contact with the target, its blades swinging out to wound the target. The mechanical head flies better because it is more streamlined, but has less penetration as it uses some of the kinetic energy in the arrow to deploy its blades. Preferences for fixed or mechanical broadheads vary widely in the hunting community, typically varying by species. In general, both types are widely used on game up to the size of white-tailed deer; as game size increases, fixed blades become more common. Broadheads used for hunting dangerous game such as African buffalo are almost always fixed-blade.

 * Field tips or field points are similar to target points and have a distinct shoulder, so that missed outdoor shots do not become as stuck in obstacles such as tree stumps. They are also used for shooting practice by hunters, by offering similar flight characteristics and weights as broadheads, without getting lodged in target materials and causing excessive damage upon removal.
 * Target points are bullet-shaped with a conical point, designed to penetrate target butts easily without causing excessive damage to them.
 * Safety arrows are designed to be used in various forms of reenactment combat, to reduce the risk when shot at people. These arrows may have heads that are very wide or padded, such as the large foam ball tip used in archery tag. In combination with bows of restricted draw weight and draw length, these heads may reduce to acceptable levels the risks of shooting arrows at suitably armoured people. The parameters will vary depending on the specific rules being used and on the levels of risk felt acceptable to the participants. For instance, SCA combat rules require a padded head at least 1+1/4 in in diameter, with bows not exceeding 28 in and 50 lb of draw for use against well-armoured individuals.

Arrowheads may be attached to the shaft with a cap, a socketed tang, or inserted into a split in the shaft and held by a process called hafting. Points attached with caps are simply slid snugly over the end of the shaft, or may be held on with hot glue. Split-shaft construction involves splitting the arrow shaft lengthwise, inserting the arrowhead, and securing it using a ferrule, sinew, or wire.

Fletchings
Fletchings are found at the back of the arrow and act as airfoils to provide a small amount of force used to stabilize the flight of the arrow. They are designed to keep the arrow pointed in the direction of travel by strongly damping down any tendency to pitch or yaw. Some cultures, for example most in New Guinea, did not use fletching on their arrows. Also, arrows without fletching (called bare shaft) are used for training purposes, because they make certain errors by the archer more visible.

Fletchings are traditionally made from feathers (often from a goose or turkey) bound to the arrow's shaft, but are now often made of plastic (known as "vanes"). Historically, some arrows used for the proofing of armour used copper vanes. Flight archers may use razor blades for fletching, in order to reduce air resistance. With conventional three-feather fletching, one feather, called the "cock" feather, is at a right angle to the nock, and is normally nocked so that it will not contact the bow when the arrow is shot. Four-feather fletching is usually symmetrical and there is no preferred orientation for the nock; this makes nocking the arrow slightly easier.

Natural feathers are usually prepared by splitting and sanding the quill before gluing. Further, the feather may be trimmed to shape, die-cut or burned by a hot electrically heated wire. It is crucial that all the feathers of an arrow have the same drag, so manual trimming is rarely used by modern fletchers. The burning-wire method is popular because different shapes are possible by bending the wire, and the fletching can be symmetrically trimmed after gluing by rotating the arrow on a fixture.

Some fletchings are dyed. Two-toned fletchings usually make each fletching from two feathers knit together. The front fletching is often camouflaged, and the rear fletching bright so that the archer can easily track the arrow.

Artisans who make arrows by hand are known as "fletchers", a word related to the French word for arrow, flèche. This is the same derivation as the verb "fletch", meaning to provide an arrow with its feathers. Glue and thread are the traditional methods of attaching fletchings. A "fletching jig" is often used in modern times, to hold the fletchings in exactly the right orientation on the shaft while the glue hardens.

Whenever natural fletching is used, the feathers on any one arrow must come from the same wing of the bird, the most common being the right-wing flight feathers of turkeys. The slight cupping of natural feathers requires them to be fletched with a right-twist for right wing, a left-twist for left wing. This rotation, through a combination of gyroscopic stabilization and increased drag on the rear of the arrow, helps the arrow to fly straight away. Artificial helical fletchings have the same effect. Most arrows will have three fletches, but some have four or even more. Fletchings generally range from 2 to 6 in in length; flight arrows intended to travel the maximum possible distance typically have very low fletching, while hunting arrows with broadheads require long and high fletching to stabilize them against the aerodynamic effect of the head. Fletchings may also be cut in different ways, the two most common being parabolic (i.e. a smooth curved shape) and shield (i.e. shaped as one-half of a very narrow shield) cut.

In modern archery with screw-in points, right-hand rotation is generally preferred as it makes the points self-tighten. In traditional archery, some archers prefer a left rotation because it gets the hard (and sharp) quill of the feather farther away from the arrow-shelf and the shooter's hand.

A flu-flu is a type of fletching normally made by using long sections of full length feathers taken from a turkey; in most cases, six or more sections are used rather than the traditional three. Alternatively two long feathers can be spiraled around the end of the arrow shaft. The extra fletching generates more drag and slows the arrow down rapidly after a short distance of about 30 m or so. Flu-flu arrows are often used for hunting birds, or for children's archery, and can also be used to play flu-flu golf.

Wraps
Wraps are thin pre-cut sheets of material, often vinyl or plastic, used to wrap the nock end of an arrow, primarily as an aid in bonding vanes and feather fletchings to the shaft. Wraps can also make the eventual removal of vanes and vane-glue easier. Additionally, they add a decorative aspect to arrow building, which can provide archers an opportunity to personalize their arrows. Brightly colored wraps can also make arrows much easier to find in the brush, and to see in downrange targets.

Nocks
In English it is common to say "nock an arrow" when one readies a shot. A nock is a notch in the rearmost end of an arrow. It helps keep the arrow correctly rotated, keeps the arrow from slipping sideways during the draw or after the release, and helps maximize the arrow's energy (i.e. its range and lethality) by helping an archer place the arrow at the fastest-moving place on the bowstring. Some archers mark the nock position with beads, knots or wrappings of thread. Most compound bow shooters use a D-loop, a length of string material (or sometimes a metal bracket) attached to the string above and below the nocking point. A release aid is typically attached to the D-loop in preparation for a shot.

The main purpose of a nock is to control the rotation of the arrow. Arrows bend when released. If the bend hits the bowstave, the arrow's aim will be thrown off. Wooden arrows have a preferred bending-plane. Synthetic arrows have a designed bending plane. Usually this plane is determined by the grain of the wood of the arrow, or the structure of a synthetic arrow. The nock's slot should be rotated at an angle chosen so that when the arrow bends, it avoids or slides on the bowstave. Almost always this means that the slot of the nock must be perpendicular to the wood's grain, viewed from behind.

Self nocks are slots cut in the back of the arrow. These are simple, but can break at the base of the slot. Self nocks are often reinforced with glued servings of fiber near the base of the slot. The sturdiest nocks are separate pieces made from wood, plastic, or horn that are then attached to the end of the arrow. Modern nocks, and traditional Turkish nocks, are often constructed so as to curve around the string or even pinch it slightly, so that the arrow is unlikely to slip off.

Ancient Arab archery sometimes used "nockless arrows". In shooting at enemies, Arabs saw them pick up Arab arrows and shoot them back. So Arabs developed bowstrings with a small ring tied where the nock would normally be placed. The rear end of the arrow would be sharpened to a point, rather than slit for a nock. The rear end of the arrow would slip into the ring. The arrow could be drawn and released as usual. Then the enemy could collect the arrows, yet not shoot them back with a conventional bow. Also, since there was no nock, the nock could not break, and the arrow was less expensive. A piece of battle advice was to have several rings tied to the bowstring in case one broke. A practical disadvantage compared to a nock would be preserving the optimal rotation of the arrow, so that when it flexes, it does not hit the bowstave. The bend direction of the arrow might have been indicated by its fletching.

"Some arrow materials like hollow cane/bamboo/reed shafting lend themselves to nock inserts. Softer woods like pine or cedar also required some sort of reinforcement of hardwood, bone or horn which kept the string from splitting their shaft upon release. Hardwood such as oak and ash did not need additional reinforcement. To reinforce a nock, most often a slit was cut into the end of the shaft, and a sliver of harder material, the same width as the shaft, was glued into the slot. The arrow was then rotated 90 degrees, and a shallower slot was cut for the string. When made in this manner, the string actually pushed the wood or bone insert rather than the soft wood itself, preventing the shaft from splitting. Another method of preventing nocks from splitting was to bind the arrow between the nock and the back of the fletch with sinew and hide glue or a rough cord such as silk attached with adhesive, whether it be fish glue or birch tar."

Finishes and cresting
Arrows are usually finished so that they are not softened by rain, fog or condensation. Traditional finishes are varnishes or lacquers. Arrows sometimes need to be repaired, so it's important that the paints be compatible with glues used to attach arrowheads, fletchings, and nocks. For this reason, arrows are rarely protected by waxing.

Crests are rings or bands of paint, often brightly colored, applied to arrows on a lathe-like tool called a cresting machine, usually for the purpose of personalization. Like wraps, cresting may also be done to make arrows easier to see.

Symbolism
A symbol often used by aromantic people is arrows or an arrow as the word arrow is a homophone to the shortened word aro used by aromantic people to refer to themselves.

Ancient Indian astronomers often associate the interdependent trigonometrical components with the picture of a bow and arrow, the arrow (utkrama-jyā) equivalent to the present day secant.

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Dam

A dam is a barrier that stops or restricts the flow of surface water or underground streams. Reservoirs created by dams not only suppress floods but also provide water for activities such as irrigation, human consumption, industrial use, aquaculture, and navigability. Hydropower is often used in conjunction with dams to generate electricity. A dam can also be used to collect or store water which can be evenly distributed between locations. Dams generally serve the primary purpose of retaining water, while other structures such as floodgates or levees (also known as dikes) are used to manage or prevent water flow into specific land regions.

The word dam can be traced back to Middle English, and before that, from Middle Dutch, as seen in the names of many old cities, such as Amsterdam and Rotterdam.

Ancient dams were built in Mesopotamia and the Middle East for water control. The earliest known dam is the Jawa Dam in Jordan, dating to 3,000 BC. Egyptians also built dams, such as Sadd-el-Kafara Dam for flood control. In modern-day India, Dholavira had an intricate water-management system with 16 reservoirs and dams. The Great Dam of Marib in Yemen, built between 1750 and 1700 BC, was an engineering wonder, and Eflatun Pinar, a Hittite dam and spring temple in Turkey, dates to the 15th and 13th centuries BC. The Kallanai Dam in South India, built in the 2nd century AD, is one of the oldest water regulating structures still in use.

Roman engineers built dams with advanced techniques and materials, such as hydraulic mortar and Roman concrete, which allowed for larger structures. They introduced reservoir dams, arch-gravity dams, arch dams, buttress dams, and multiple arch buttress dams. In Iran, bridge dams were used for hydropower and water-raising mechanisms.

During the Middle Ages, dams were built in the Netherlands to regulate water levels and prevent sea intrusion. In the 19th century, large-scale arch dams were constructed around the British Empire, marking advances in dam engineering techniques. The era of large dams began with the construction of the Aswan Low Dam in Egypt in 1902. The Hoover Dam, a massive concrete arch-gravity dam, was built between 1931 and 1936 on the Colorado River. By 1997, there were an estimated 800,000 dams worldwide, with some 40,000 of them over 15 meters high.

Ancient dams
Early dam building took place in Mesopotamia and the Middle East. Dams were used to control water levels, for Mesopotamia's weather affected the Tigris and Euphrates Rivers.

The earliest known dam is the Jawa Dam in Jordan, 100 km northeast of the capital Amman. This gravity dam featured an originally 9 m and 1 m stone wall, supported by a 50 m earthen rampart. The structure is dated to 3000 BC. However, the oldest continuously operational dam is Lake Homs Dam, built in Syria between 1319-1304 BC.

The Ancient Egyptian Sadd-el-Kafara Dam at Wadi Al-Garawi, about 25 km south of Cairo, was 102 m long at its base and 87 m wide. The structure was built around 2800 or 2600 BC as a diversion dam for flood control, but was destroyed by heavy rain during construction or shortly afterwards. During the Twelfth Dynasty in the 19th century BC, the Pharaohs Senosert III, Amenemhat III, and Amenemhat IV dug a canal 16 km long linking the Fayum Depression to the Nile in Middle Egypt. Two dams called Ha-Uar running east–west were built to retain water during the annual flood and then release it to surrounding lands. The lake called Mer-wer or Lake Moeris covered 1700 sqkm and is known today as Birket Qarun.

By the mid-late third millennium BC, an intricate water-management system in Dholavira in modern-day India was built. The system included 16 reservoirs, dams and various channels for collecting water and storing it.

One of the engineering wonders of the ancient world was the Great Dam of Marib in Yemen. Initiated sometime between 1750 and 1700 BC, it was made of packed earth – triangular in cross-section, 580 m in length and originally 4 m high – running between two groups of rocks on either side, to which it was linked by substantial stonework. Repairs were carried out during various periods, most importantly around 750 BC, and 250 years later the dam height was increased to 7 m. After the end of the Kingdom of Saba, the dam fell under the control of the Ḥimyarites (c. 115 BC) who undertook further improvements, creating a structure 14 m high, with five spillways, two masonry-reinforced sluices, a settling pond, and a 1000 m canal to a distribution tank. These works were not finished until 325 AD when the dam permitted the irrigation of 25000 acre.

Eflatun Pınar is a Hittite dam and spring temple near Konya, Turkey. It is thought to date from the Hittite empire between the 15th and 13th centuries BC.

The Kallanai is constructed of unhewn stone, over 300 m long, 4.5 m high and 20 m wide, across the main stream of the Kaveri River in Tamil Nadu, South India. The basic structure dates to the 2nd century AD and is considered one of the oldest water diversion or water regulating structures still in use. The purpose of the dam was to divert the waters of the Kaveri across the fertile delta region for irrigation via canals.

Du Jiang Yan is the oldest surviving irrigation system in China that included a dam that directed waterflow. It was finished in 251 BC. A large earthen dam, made by Sunshu Ao, the prime minister of Chu (state), flooded a valley in modern-day northern Anhui Province that created an enormous irrigation reservoir (62 mi in circumference), a reservoir that is still present today.

Roman engineering

Roman dam construction was characterized by "the Romans' ability to plan and organize engineering construction on a grand scale." Roman planners introduced the then-novel concept of large reservoir dams which could secure a permanent water supply for urban settlements over the dry season. Their pioneering use of water-proof hydraulic mortar and particularly Roman concrete allowed for much larger dam structures than previously built, such as the Lake Homs Dam, possibly the largest water barrier to that date, and the Harbaqa Dam, both in Roman Syria. The highest Roman dam was the Subiaco Dam near Rome; its record height of 50 m remained unsurpassed until its accidental destruction in 1305.

Roman engineers made routine use of ancient standard designs like embankment dams and masonry gravity dams. Apart from that, they displayed a high degree of inventiveness, introducing most of the other basic dam designs which had been unknown until then. These include arch-gravity dams, arch dams, buttress dams and multiple arch buttress dams, all of which were known and employed by the 2nd century AD (see List of Roman dams). Roman workforces also were the first to build dam bridges, such as the Bridge of Valerian in Iran.

In Iran, bridge dams such as the Band-e Kaisar were used to provide hydropower through water wheels, which often powered water-raising mechanisms. One of the first was the Roman-built dam bridge in Dezful, which could raise water 50 cubits (c. 23 m) to supply the town. Also diversion dams were known. Milling dams were introduced which the Muslim engineers called the Pul-i-Bulaiti. The first was built at Shustar on the River Karun, Iran, and many of these were later built in other parts of the Islamic world. Water was conducted from the back of the dam through a large pipe to drive a water wheel and watermill. In the 10th century, Al-Muqaddasi described several dams in Persia. He reported that one in Ahwaz was more than 3000 ft long, and that it had many water-wheels raising the water into aqueducts through which it flowed into reservoirs of the city. Another one, the Band-i-Amir Dam, provided irrigation for 300 villages.

Middle Ages
Shāh Abbās Arch (Persian: طاق شاه عباس), also known as Kurit Dam, is the thinnest arch dam in the world and one of the oldest arch dams in Asia. It was constructed some 700 years ago in Tabas county, South Khorasan Province, Iran. It stands 60 meters tall, and in crest is a one meter width. Some historians believe the dam was built by Shāh Abbās I, whereas others believe that he repaired it.

In the Netherlands, a low-lying country, dams were often built to block rivers to regulate the water level and to prevent the sea from entering the marshlands. Such dams often marked the beginning of a town or city because it was easy to cross the river at such a place, and often influenced Dutch place names. The present Dutch capital, Amsterdam (old name Amstelredam), started with a dam on the river Amstel in the late 12th century, and Rotterdam began with a dam on the river Rotte, a minor tributary of the Nieuwe Maas. The central square of Amsterdam, covering the original site of the 800-year-old dam, still carries the name Dam Square.

Industrial revolution
The Romans were the first to build arch dams, where the reaction forces from the abutment stabilizes the structure from the external hydrostatic pressure, but it was only in the 19th century that the engineering skills and construction materials available were capable of building the first large-scale arch dams.

Three pioneering arch dams were built around the British Empire in the early 19th century. Henry Russel of the Royal Engineers oversaw the construction of the Mir Alam dam in 1804 to supply water to the city of Hyderabad (it is still in use today). It had a height of 12 m and consisted of 21 arches of variable span.

In the 1820s and 30s, Lieutenant-Colonel John By supervised the construction of the Rideau Canal in Canada near modern-day Ottawa and built a series of curved masonry dams as part of the waterway system. In particular, the Jones Falls Dam, built by John Redpath, was completed in 1832 as the largest dam in North America and an engineering marvel. In order to keep the water in control during construction, two sluices, artificial channels for conducting water, were kept open in the dam. The first was near the base of the dam on its east side. A second sluice was put in on the west side of the dam, about 20 ft above the base. To make the switch from the lower to upper sluice, the outlet of Sand Lake was blocked off.

Hunts Creek near the city of Parramatta, Australia, was dammed in the 1850s, to cater to the demand for water from the growing population of the city. The masonry arch dam wall was designed by Lieutenant Percy Simpson who was influenced by the advances in dam engineering techniques made by the Royal Engineers in India. The dam cost £17,000 and was completed in 1856 as the first engineered dam built in Australia, and the second arch dam in the world built to mathematical specifications.

The first such dam was opened two years earlier in France. It was the first French arch dam of the industrial era, and it was built by François Zola in the municipality of Aix-en-Provence to improve the supply of water after the 1832 cholera outbreak devastated the area. After royal approval was granted in 1844, the dam was constructed over the following decade. Its construction was carried out on the basis of the mathematical results of scientific stress analysis.

The 75-miles dam near Warwick, Australia, was possibly the world's first concrete arch dam. Designed by Henry Charles Stanley in 1880 with an overflow spillway and a special water outlet, it was eventually heightened to 10 m.

In the latter half of the nineteenth century, significant advances in the scientific theory of masonry dam design were made. This transformed dam design from an art based on empirical methodology to a profession based on a rigorously applied scientific theoretical framework. This new emphasis was centered around the engineering faculties of universities in France and in the United Kingdom. William John Macquorn Rankine at the University of Glasgow pioneered the theoretical understanding of dam structures in his 1857 paper On the Stability of Loose Earth. Rankine theory provided a good understanding of the principles behind dam design. In France, J. Augustin Tortene de Sazilly explained the mechanics of vertically faced masonry gravity dams, and Zola's dam was the first to be built on the basis of these principles.

Modern era

The era of large dams was initiated with the construction of the Aswan Low Dam in Egypt in 1902, a gravity masonry buttress dam on the Nile River. Following their 1882 invasion and occupation of Egypt, the British began construction in 1898. The project was designed by Sir William Willcocks and involved several eminent engineers of the time, including Sir Benjamin Baker and Sir John Aird, whose firm, John Aird & Co., was the main contractor. Capital and financing were furnished by Ernest Cassel. When initially constructed between 1899 and 1902, nothing of its scale had ever before been attempted; on completion, it was the largest masonry dam in the world.

The Hoover Dam is a massive concrete arch-gravity dam, constructed in the Black Canyon of the Colorado River, on the border between the US states of Arizona and Nevada between 1931 and 1936 during the Great Depression. In 1928, Congress authorized the project to build a dam that would control floods, provide irrigation water and produce hydroelectric power. The winning bid to build the dam was submitted by a consortium called Six Companies, Inc. Such a large concrete structure had never been built before, and some of the techniques were unproven. The torrid summer weather and the lack of facilities near the site also presented difficulties. Nevertheless, Six Companies turned over the dam to the federal government on 1 March 1936, more than two years ahead of schedule.

By 1997, there were an estimated 800,000 dams worldwide, some 40,000 of them over 15 m high. In 2014, scholars from the University of Oxford published a study of the cost of large dams – based on the largest existing dataset – documenting significant cost overruns for a majority of dams and questioning whether benefits typically offset costs for such dams.

Types
Dams can be formed by human agency, natural causes, or even by the intervention of wildlife such as beavers. Man-made dams are typically classified according to their size (height), intended purpose or structure.

By structure
Based on structure and material used, dams are classified as easily created without materials, arch-gravity dams, embankment dams or masonry dams, with several subtypes.

Arch dams

In the arch dam, stability is obtained by a combination of arch and gravity action. If the upstream face is vertical the entire weight of the dam must be carried to the foundation by gravity, while the distribution of the normal hydrostatic pressure between vertical cantilever and arch action will depend upon the stiffness of the dam in a vertical and horizontal direction. When the upstream face is sloped the distribution is more complicated. The normal component of the weight of the arch ring may be taken by the arch action, while the normal hydrostatic pressure will be distributed as described above. For this type of dam, firm reliable supports at the abutments (either buttress or canyon side wall) are more important. The most desirable place for an arch dam is a narrow canyon with steep side walls composed of sound rock. The safety of an arch dam is dependent on the strength of the side wall abutments, hence not only should the arch be well seated on the side walls but also the character of the rock should be carefully inspected.

Two types of single-arch dams are in use, namely the constant-angle and the constant-radius dam. The constant-radius type employs the same face radius at all elevations of the dam, which means that as the channel grows narrower towards the bottom of the dam the central angle subtended by the face of the dam becomes smaller. Jones Falls Dam, in Canada, is a constant radius dam. In a constant-angle dam, also known as a variable radius dam, this subtended angle is kept constant and the variation in distance between the abutments at various levels is taken care of by varying the radii. Constant-radius dams are much less common than constant-angle dams. Parker Dam on the Colorado River is a constant-angle arch dam.

A similar type is the double-curvature or thin-shell dam. Wildhorse Dam near Mountain City, Nevada, in the United States is an example of the type. This method of construction minimizes the amount of concrete necessary for construction but transmits large loads to the foundation and abutments. The appearance is similar to a single-arch dam but with a distinct vertical curvature to it as well lending it the vague appearance of a concave lens as viewed from downstream.

The multiple-arch dam consists of a number of single-arch dams with concrete buttresses as the supporting abutments, as for example the Daniel-Johnson Dam, Québec, Canada. The multiple-arch dam does not require as many buttresses as the hollow gravity type but requires a good rock foundation because the buttress loads are heavy.

Gravity dams

In a gravity dam, the force that holds the dam in place against the push from the water is Earth's gravity pulling down on the mass of the dam. The water presses laterally (downstream) on the dam, tending to overturn the dam by rotating about its toe (a point at the bottom downstream side of the dam). The dam's weight counteracts that force, tending to rotate the dam the other way about its toe. The designer ensures that the dam is heavy enough that the dam's weight wins that contest. In engineering terms, that is true whenever the resultant of the forces of gravity acting on the dam and water pressure on the dam acts in a line that passes upstream of the toe of the dam. The designer tries to shape the dam so if one were to consider the part of the dam above any particular height to be a whole dam itself, that dam also would be held in place by gravity, i.e., there is no tension in the upstream face of the dam holding the top of the dam down. The designer does this because it is usually more practical to make a dam of material essentially just piled up than to make the material stick together against vertical tension. The shape that prevents tension in the upstream face also eliminates a balancing compression stress in the downstream face, providing additional economy.

For this type of dam, it is essential to have an impervious foundation with high bearing strength. Permeable foundations have a greater likelihood of generating uplift pressures under the dam. Uplift pressures are hydrostatic pressures caused by the water pressure of the reservoir pushing up against the bottom of the dam. If large enough uplift pressures are generated there is a risk of destabilizing the concrete gravity dam.

On a suitable site, a gravity dam can prove to be a better alternative to other types of dams. When built on a solid foundation, the gravity dam probably represents the best-developed example of dam building. Since the fear of flood is a strong motivator in many regions, gravity dams are built in some instances where an arch dam would have been more economical.

Gravity dams are classified as "solid" or "hollow" and are generally made of either concrete or masonry. The solid form is the more widely used of the two, though the hollow dam is frequently more economical to construct. Grand Coulee Dam is a solid gravity dam and Braddock Locks & Dam is a hollow gravity dam.

Arch-gravity dams

A gravity dam can be combined with an arch dam into an arch-gravity dam for areas with massive amounts of water flow but less material available for a pure gravity dam. The inward compression of the dam by the water reduces the lateral (horizontal) force acting on the dam. Thus, the gravitational force required by the dam is lessened, i.e., the dam does not need to be so massive. This enables thinner dams and saves resources.

Barrages

A barrage dam is a special kind of dam that consists of a line of large gates that can be opened or closed to control the amount of water passing the dam. The gates are set between flanking piers which are responsible for supporting the water load, and are often used to control and stabilize water flow for irrigation systems. An example of this type of dam is the now-decommissioned Red Bluff Diversion Dam on the Sacramento River near Red Bluff, California.

Barrages that are built at the mouths of rivers or lagoons to prevent tidal incursions or use the tidal flow for tidal power are known as tidal barrages.

Embankment dams

Embankment dams are made of compacted earth, and are of two main types: rock-fill and earth-fill. Like concrete gravity dams, embankment dams rely on their weight to hold back the force of water.

Fixed-crest dams
A fixed-crest dam is a concrete barrier across a river. Fixed-crest dams are designed to maintain depth in the channel for navigation. They pose risks to boaters who may travel over them, as they are hard to spot from the water and create induced currents that are difficult to escape.

By size
There is variability, both worldwide and within individual countries, such as in the United States, in how dams of different sizes are categorized. Dam size influences construction, repair, and removal costs and affects the dams' potential range and magnitude of environmental disturbances.

Large dams
The International Commission on Large Dams (ICOLD) defines a "large dam" as "A dam with a height of 15 m or greater from lowest foundation to crest or a dam between 5 m metres and 15 metres impounding more than 3 e6m3". "Major dams" are over 150 m in height. The Report of the World Commission on Dams also includes in the "large" category, dams which are between 5 and 15 m high with a reservoir capacity of more than 3 e6m3. Hydropower dams can be classified as either "high-head" (greater than 30 m in height) or "low-head" (less than 30 m in height).

, ICOLD's World Register of Dams contains 58,700 large dam records. The tallest dam in the world is the 305 m Jinping-I Dam in China.

Small dams

As with large dams, small dams have multiple uses, such as, but not limited to, hydropower production, flood protection, and water storage. Small dams can be particularly useful on farms to capture runoff for later use, for example, during the dry season. Small scale dams have the potential to generate benefits without displacing people as well, and small, decentralised hydroelectric dams can aid rural development in developing countries. In the United States alone, there are approximately 2,000,000 or more "small" dams that are not included in the Army Corps of Engineers National Inventory of dams. Records of small dams are kept by state regulatory agencies and therefore information about small dams is dispersed and uneven in geographic coverage.

Countries worldwide consider small hydropower plants (SHPs) important for their energy strategies, and there has been a notable increase in interest in SHPs. Couto and Olden (2018) conducted a global study and found 82,891 small hydropower plants (SHPs) operating or under construction. Technical definitions of SHPs, such as their maximum generation capacity, dam height, reservoir area, etc., vary by country.

Non-jurisdictional dams
A dam is non-jurisdictional when its size (usually "small") excludes it from being subject to certain legal regulations. The technical criteria for categorising a dam as "jurisdictional" or "non-jurisdictional" varies by location. In the United States, each state defines what constitutes a non-jurisdictional dam. In the state of Colorado a non-jurisdictional dam is defined as a dam creating a reservoir with a capacity of 100 acre-feet or less and a surface area of 20 acres or less and with a height measured as defined in Rules 4.2.5.1. and 4.2.19 of 10 feet or less. In contrast, the state of New Mexico defines a jurisdictional dam as 25 feet or greater in height and storing more than 15 acre-feet or a dam that stores 50 acre-feet or greater and is six feet or more in height (section 72-5-32 NMSA), suggesting that dams that do not meet these requirements are non-jurisdictional. Most US dams, 2.41 million of a total of 2.5 million dams, are not under the jurisdiction of any public agency (i.e., they are non-jurisdictional), nor are they listed on the National Inventory of Dams (NID).

Small dams incur risks similar to large dams. However, the absence of regulation (unlike more regulated large dams) and of an inventory of small dams (i.e., those that are non-jurisdictional) can lead to significant risks for both humans and ecosystems. For example, according to the US National Park Service (NPS), "Non-jurisdictional—means a structure which does not meet the minimum criteria, as listed in the Federal Guidelines for Dam Safety, to be included in dam safety programs. The non-jurisdictional structure does not receive a hazard classification and is not considered for any further requirements or activities under the NPS dam safety program." Small dams can be dangerous individually (i.e., they can fail), but also collectively, as an aggregation of small dams along a river or within a geographic area can multiply risks. Graham's 1999 study of US dam failures resulting in fatalities from 1960 to 1998 concluded that the failure of dams between 6.1 and 15 m high (typical height range of smaller dams ) caused 86% of the deaths, and the failure of dams less than 6.1 m high caused 2% of the deaths. Non-jurisdictional dams may pose hazards because their design, construction, maintenance, and surveillance is unregulated. Scholars have noted that more research is needed to better understand the environmental impact of small dams (e.g., their potential to alter the flow, temperature, sediment and plant and animal diversity of a river).

Saddle dam
A saddle dam is an auxiliary dam constructed to confine the reservoir created by a primary dam either to permit a higher water elevation and storage or to limit the extent of a reservoir for increased efficiency. An auxiliary dam is constructed in a low spot or "saddle" through which the reservoir would otherwise escape. On occasion, a reservoir is contained by a similar structure called a dike to prevent inundation of nearby land. Dikes are commonly used for reclamation of arable land from a shallow lake, similar to a levee, which is a wall or embankment built along a river or stream to protect adjacent land from flooding.

Weir
A weir (sometimes called an "overflow dam") is a small dam that is often used in a river channel to create an impoundment lake for water abstraction purposes and which can also be used for flow measurement or retardation.

Check dam
A check dam is a small dam designed to reduce flow velocity and control soil erosion. Conversely, a wing dam is a structure that only partly restricts a waterway, creating a faster channel that resists the accumulation of sediment.

Dry dam
A dry dam, also known as a flood retarding structure, is designed to control flooding. It normally holds back no water and allows the channel to flow freely, except during periods of intense flow that would otherwise cause flooding downstream.

Diversionary dam
A diversionary dam is designed to divert all or a portion of the flow of a river from its natural course. The water may be redirected into a canal or tunnel for irrigation and/or hydroelectric power production.

Underground dam
Underground dams are used to trap groundwater and store all or most of it below the surface for extended use in a localized area. In some cases, they are also built to prevent saltwater from intruding into a freshwater aquifer. Underground dams are typically constructed in areas where water resources are minimal and need to be efficiently stored, such as in deserts and on islands like the Fukuzato Dam in Okinawa, Japan. They are most common in northeastern Africa and the arid areas of Brazil while also being used in the southwestern United States, Mexico, India, Germany, Italy, Greece, France and Japan.

There are two types of underground dams: "sub-surface" and a "sand-storage". A sub-surface dam is built across an aquifer or drainage route from an impervious layer (such as solid bedrock) up to just below the surface. They can be constructed of a variety of materials to include bricks, stones, concrete, steel or PVC. Once built, the water stored behind the dam raises the water table and is then extracted with wells. A sand-storage dam is a weir built in stages across a stream or wadi. It must be strong, as floods will wash over its crest. Over time, sand accumulates in layers behind the dam, which helps store water and, most importantly, prevent evaporation. The stored water can be extracted with a well, through the dam body, or by means of a drain pipe.

Tailings dam

A tailings dam is typically an earth-fill embankment dam used to store tailings, which are produced during mining operations after separating the valuable fraction from the uneconomic fraction of an ore. Conventional water retention dams can serve this purpose, but due to cost, a tailings dam is more viable. Unlike water retention dams, a tailings dam is raised in succession throughout the life of the particular mine. Typically, a base or starter dam is constructed, and as it fills with a mixture of tailings and water, it is raised. Material used to raise the dam can include the tailings (depending on their size) along with soil.

There are three raised tailings dam designs, the "upstream", "downstream", and "centerline", named according to the movement of the crest during raising. The specific design used is dependent upon topography, geology, climate, the type of tailings, and cost. An upstream tailings dam consists of trapezoidal embankments being constructed on top but toe to crest of another, moving the crest further upstream. This creates a relatively flat downstream side and a jagged upstream side which is supported by tailings slurry in the impoundment. The downstream design refers to the successive raising of the embankment that positions the fill and crest further downstream. A centerlined dam has sequential embankment dams constructed directly on top of another while fill is placed on the downstream side for support and slurry supports the upstream side.

Because tailings dams often store toxic chemicals from the mining process, modern designs incorporate an impervious geomembrane liner to prevent seepage. Water/slurry levels in the tailings pond must be managed for stability and environmental purposes as well.

Steel dams

A steel dam is a type of dam briefly experimented with around the start of the 20th century which uses steel plating (at an angle) and load-bearing beams as the structure. Intended as permanent structures, steel dams were an (failed) experiment to determine if a construction technique could be devised that was cheaper than masonry, concrete or earthworks, but sturdier than timber crib dams.

Timber dams

Timber dams were widely used in the early part of the industrial revolution and in frontier areas due to ease and speed of construction. Rarely built in modern times because of their relatively short lifespan and the limited height to which they can be built, timber dams must be kept constantly wet in order to maintain their water retention properties and limit deterioration by rot, similar to a barrel. The locations where timber dams are most economical to build are those where timber is plentiful, cement is costly or difficult to transport, and either a low head diversion dam is required or longevity is not an issue. Timber dams were once numerous, especially in the North American West, but most have failed, been hidden under earth embankments, or been replaced with entirely new structures. Two common variations of timber dams were the "crib" and the "plank".

Timber crib dams were erected of heavy timbers or dressed logs in the manner of a log house and the interior filled with earth or rubble. The heavy crib structure supported the dam's face and the weight of the water. Splash dams were timber crib dams used to help float logs downstream in the late 19th and early 20th centuries.

"Timber plank dams" were more elegant structures that employed a variety of construction methods using heavy timbers to support a water retaining arrangement of planks.

Cofferdams

A cofferdam is a barrier, usually temporary, constructed to exclude water from an area that is normally submerged. Made commonly of wood, concrete, or steel sheet piling, cofferdams are used to allow construction on the foundation of permanent dams, bridges, and similar structures. When the project is completed, the cofferdam will usually be demolished or removed unless the area requires continuous maintenance. (See also causeway and retaining wall.)

Common uses for cofferdams include the construction and repair of offshore oil platforms. In such cases, the cofferdam is fabricated from sheet steel and welded into place under water. Air is pumped into the space, displacing the water and allowing a dry work environment below the surface.

Natural dams
Dams can also be created by natural geological forces. Lava dams are formed when lava flows, often basaltic, intercept the path of a stream or lake outlet, resulting in the creation of a natural impoundment. An example would be the eruptions of the Uinkaret volcanic field about 1.8 million–10,000 years ago, which created lava dams on the Colorado River in northern Arizona in the United States. The largest such lake grew to about 800 km in length before the failure of its dam. Glacial activity can also form natural dams, such as the damming of the Clark Fork in Montana by the Cordilleran Ice Sheet, which formed the 7780 km2 Glacial Lake Missoula near the end of the last Ice Age. Moraine deposits left behind by glaciers can also dam rivers to form lakes, such as at Flathead Lake, also in Montana (see Moraine-dammed lake).

Natural disasters such as earthquakes and landslides frequently create landslide dams in mountainous regions with unstable local geology. Historical examples include the Usoi Dam in Tajikistan, which blocks the Murghab River to create Sarez Lake. At 560 m high, it is the tallest dam in the world, including both natural and man-made dams. A more recent example would be the creation of Attabad Lake by a landslide on Pakistan's Hunza River.

Natural dams often pose significant hazards to human settlements and infrastructure. The resulting lakes often flood inhabited areas, while a catastrophic failure of the dam could cause even greater damage, such as the failure of western Wyoming's Gros Ventre landslide in 1927, which wiped out the town of Kelly resulting in the deaths of six people.

Beaver dams
Beavers create dams primarily out of mud and sticks to flood a particular habitable area. By flooding a parcel of land, beavers can navigate below or near the surface and remain relatively well hidden or protected from predators. The flooded region also allows beavers access to food, especially during the winter.

Power generation plant

, hydroelectric power, mostly from dams, supplies some 19% of the world's electricity, and over 63% of renewable energy. Much of this is generated by large dams, although China uses small-scale hydro generation on a wide scale and is responsible for about 50% of world use of this type of power.

Most hydroelectric power comes from the potential energy of dammed water driving a water turbine and generator; to boost the power generation capabilities of a dam, the water may be run through a large pipe called a penstock before the turbine. A variant on this simple model uses pumped-storage hydroelectricity to produce electricity to match periods of high and low demand, by moving water between reservoirs at different elevations. At times of low electrical demand, excess generation capacity is used to pump water into the higher reservoir. When there is higher demand, water is released back into the lower reservoir through a turbine. (For example, see Dinorwig Power Station.)

Spillways

A spillway is a section of a dam designed to pass water from the upstream side of a dam to the downstream side. Many spillways have floodgates designed to control the flow through the spillway. There are several types of spillway. A "service spillway" or "primary spillway" passes normal flow. An "auxiliary spillway" releases flow in excess of the capacity of the service spillway. An "emergency spillway" is designed for extreme conditions, such as a serious malfunction of the service spillway. A "fuse plug spillway" is a low embankment designed to be overtopped and washed away in the event of a large flood. The elements of a fuse plug are independent free-standing blocks, set side by side which work without any remote control. They allow increasing the normal pool of the dam without compromising the security of the dam because they are designed to be gradually evacuated for exceptional events. They work as fixed weirs at times by allowing overflow in common floods.

A spillway can be gradually eroded by water flow, including cavitation or turbulence of the water flowing over the spillway, leading to its failure. It was the inadequate design of the spillway and installation of fish screens that led to the 1889 over-topping of the South Fork Dam in Johnstown, Pennsylvania, resulting in the Johnstown Flood (the "great flood of 1889").

Erosion rates are often monitored, and the risk is ordinarily minimized, by shaping the downstream face of the spillway into a curve that minimizes turbulent flow, such as an ogee curve.

Common purposes
Some of these purposes are conflicting, and the dam operator needs to make dynamic tradeoffs. For example, power generation and water supply would keep the reservoir high, whereas flood prevention would keep it low. Many dams in areas where precipitation fluctuates in an annual cycle will also see the reservoir fluctuate annually in an attempt to balance these different purposes. Dam management becomes a complex exercise amongst competing stakeholders.

Location

One of the best places for building a dam is a narrow part of a deep river valley; the valley sides can then act as natural walls. The primary function of the dam's structure is to fill the gap in the natural reservoir line left by the stream channel. The sites are usually those where the gap becomes a minimum for the required storage capacity. The most economical arrangement is often a composite structure such as a masonry dam flanked by earth embankments. The current use of the land to be flooded should be dispensable.

Significant other engineering and engineering geology considerations when building a dam include:
 * Permeability of the surrounding rock or soil
 * Earthquake faults
 * Landslides and slope stability
 * Water table
 * Peak flood flows
 * Reservoir silting
 * Environmental impacts on river fisheries, forests and wildlife (see also fish ladder)
 * Impacts on human habitations
 * Compensation for land being flooded as well as population resettlement
 * Removal of toxic materials and buildings from the proposed reservoir area

Impact assessment
Impact is assessed in several ways: the benefits to human society arising from the dam (agriculture, water, damage prevention and power), harm or benefit to nature and wildlife, impact on the geology of an area (whether the change to water flow and levels will increase or decrease stability), and the disruption to human lives (relocation, loss of archeological or cultural matters underwater).

Environmental impact

Reservoirs held behind dams affect many ecological aspects of a river. Rivers topography and dynamics depend on a wide range of flows, whilst rivers below dams often experience long periods of very stable flow conditions or sawtooth flow patterns caused by releases followed by no releases. Water releases from a reservoir including that exiting a turbine usually contain very little suspended sediment, and this, in turn, can lead to scouring of river beds and loss of riverbanks; for example, the daily cyclic flow variation caused by the Glen Canyon Dam was a contributor to sand bar erosion.

Older dams often lack a fish ladder, which keeps many fish from moving upstream to their natural breeding grounds, causing failure of breeding cycles or blocking of migration paths. Even fish ladders do not prevent a reduction in fish reaching the spawning grounds upstream. In some areas, young fish ("smolt") are transported downstream by barge during parts of the year. Turbine and power-plant designs that have a lower impact upon aquatic life are an active area of research.

At the same time, however, some particular dams may contribute to the establishment of better conditions for some kinds of fish and other aquatic organisms. Studies have demonstrated the key role played by tributaries in the downstream direction from the main river impoundment, which influenced local environmental conditions and beta diversity patterns of each biological group. Both replacement and richness differences contributed to high values of total beta diversity for fish (average = 0.77) and phytoplankton (average = 0.79), but their relative importance was more associated with the replacement component for both biological groups (average = 0.45 and 0.52, respectively). A study conducted by de Almeida, R. A., Steiner, M.T.A and others found that, while some species declined in population by more than 30% after the building of the dam, others increased their population by 28%. Such changes may be explained by the fact that the fish obtained "different feeding habits, with almost all species being found in more than one group.

A large dam can cause the loss of entire ecospheres, including endangered and undiscovered species in the area, and the replacement of the original environment by a new inland lake. As a result, the construction of dams have been opposed in various countries with some, such as Tasmania's Franklin Dam project, being cancelled following environmentalist campaigns.

Large reservoirs formed behind dams have been indicated in the contribution of seismic activity, due to changes in water load and/or the height of the water table. However, this is a mistaken assumption, because the relatively marginal stress attributed to the water load is orders of magnitude lesser than the force of an earthquake. The increased stress from the water load is insufficient to fracture the Earth's crust, and thus does not increase the severity of an earthquake.

Dams are also found to influence global warming. The changing water levels in reservoirs are a source for greenhouse gases like methane. While dams and the water behind them cover only a small portion of earth's surface, they harbour biological activity that can produce large quantities of greenhouse gases.

Human social impact
Dams' impact on human society is significant. Nick Cullather argues in Hungry World: America's Cold War Battle Against Poverty in Asia that dam construction requires the state to displace people in the name of the common good, and that it often leads to abuses of the masses by planners. He cites Morarji Desai, Interior Minister of India, in 1960 speaking to villagers upset about the Pong Dam, who threatened to "release the waters" and drown the villagers if they did not cooperate.

The Three Gorges Dam on the Yangtze River in China is more than five times the size of the Hoover Dam (U.S.). It creates a reservoir 600 km long to be used for flood control and hydropower generation. Its construction required the loss of over a million people's homes and their mass relocation, the loss of many valuable archaeological and cultural sites, and significant ecological change. During the 2010 China floods, the dam held back a what would have been a disastrous flood and the huge reservoir rose by 4 m (13 ft) overnight.

In 2008, it was estimated that 40–80 million people worldwide have been displaced from their homes as a result of dam construction.

Economics
Construction of a hydroelectric plant requires a long lead time for site studies, hydrological studies, and environmental impact assessments, and are large-scale projects in comparison to carbon-based power generation. The number of sites that can be economically developed for hydroelectric production is limited; new sites tend to be far from population centers and usually require extensive power transmission lines. Hydroelectric generation can be vulnerable to major changes in the climate, including variations in rainfall, ground and surface water levels, and glacial melt, causing additional expenditure for the extra capacity to ensure sufficient power is available in low-water years.

Once completed, if it is well designed and maintained, a hydroelectric power source is usually comparatively cheap and reliable. It has no fuel and low escape risk, and as an clean energy source it is cheaper than both nuclear and wind power. It is more easily regulated to store water as needed and generate high power levels on demand compared to wind power.

Reservoir and dam improvements
Despite some positive effects, the construction of dams severely affects river ecosystems leading to degraded riverine ecosystems as part of the hydrological alteration. One of the main ways to reduce the negative impacts of reservoirs and dams is to implement the newest nature-based reservoir optimization model for resolving the conflict in human water demand and riverine ecosystem protection.

Dam removal
Water and sediment flows can be re-established by removing dams from a river. Dam removal is considered appropriate when the dam is old and maintenance costs exceed the expense of its removal. Some effects of dam removal include erosion of sediment in the reservoir, increased sediment supply downstream, increased river width and braiding, re-establishment of natural water temperatures and recolonisation of habitats that were previously unavailable due to dams.

The world's largest dam removal occurred on the Elwha river in the U.S. state of Washington (see Restoration of the Elwha River). Two dams, the Elwha and Glynes Canyon dams, were removed between 2011 and 2014 that together stored approximately 30 Mt of sediment. As a result, the delivery of sediment and wood to the downstream river and delta were re-established. Approximately 65% of the sediment stored in the reservoirs eroded, of which ~10% was deposited in the riverbed. The remaining ~90% was transported to the coast. In total, renewed sediment delivery caused approximately 60 ha of delta growth, and also resulted in increased river braiding.

Failure

Dam failures are generally catastrophic if the structure is breached or significantly damaged. Routine deformation monitoring and monitoring of seepage from drains in and around larger dams is useful to anticipate any problems and permit remedial action to be taken before structural failure occurs. Most dams incorporate mechanisms to permit the reservoir to be lowered or even drained in the event of such problems. Another solution can be rock grouting – pressure pumping Portland cement slurry into weak fractured rock.

During an armed conflict, a dam is to be considered as an "installation containing dangerous forces" due to the massive impact of possible destruction on the civilian population and the environment. As such, it is protected by the rules of international humanitarian law (IHL) and shall not be made the object of attack if that may cause severe losses among the civilian population. To facilitate the identification, a protective sign consisting of three bright orange circles placed on the same axis is defined by the rules of IHL.

The main causes of dam failure include inadequate spillway capacity, piping through the embankment, foundation or abutments, spillway design error (South Fork Dam), geological instability caused by changes to water levels during filling or poor surveying (Vajont, Malpasset, Testalinden Creek dams), poor maintenance, especially of outlet pipes (Lawn Lake Dam, Val di Stava Dam collapse), extreme rainfall (Shakidor Dam), earthquakes, and human, computer or design error (Buffalo Creek Flood, Dale Dike Reservoir, Taum Sauk pumped storage plant).

A notable case of deliberate dam failure (prior to the above ruling) was the Royal Air Force 'Dambusters' raid on Germany in World War II (codenamed "Operation Chastise"), in which three German dams were selected to be breached in order to damage German infrastructure and manufacturing and power capabilities deriving from the Ruhr and Eder rivers. This raid later became the basis for several films.

Since 2007, the Dutch IJkdijk foundation is developing, with an open innovation model and early warning system for levee/dike failures. As a part of the development effort, full-scale dikes are destroyed in the IJkdijk fieldlab. The destruction process is monitored by sensor networks from an international group of companies and scientific institutions.

title: Dam