sewer, conduit that carries wastewater from its source to a point of treatment and disposal. The wastewater may be domestic (sanitary) sewage, industrial sewage, storm runoff, or a mixture of the three. Large-diameter pipes or tunnels that carry a mixture of the three types of liquid wastes, called combined sewers, were commonly built in the 19th and early 20th centuries, and many are still in use. Today combined sewers are no longer built, however, because the large volumes of stormwater that must be carried during wet weather periods often exceed the capacity of sewage treatment systems. Instead, separate sewer systems are now built. Large-diameter storm sewers carry only runoff to a point of disposal; inlet structures called catch basins are built along the pipeline to convey the runoff into the system. A separate network of sanitary sewers, smaller in diameter, carries domestic and pretreated industrial sewage to a municipal wastewater treatment plant where contaminants are removed to prevent water pollution. In some cases, storm sewers may carry runoff to a point of temporary storage and treatment prior to disposal.

The layout and design of a sewerage system depends largely on the topography of the service area. As much as possible, the pipelines are located so that the wastewater flows naturally downhill in partially filled pipes that are not under pressure. Pipe sizes and slopes must be designed in a range that provides adequate scouring velocities at minimum flows but also limits excessive velocities in order to prevent abrasion of the pipe walls at maximum flows. In flat terrain, sometimes sewage must be pumped under pressure through force mains directly to a treatment plant or to a point where it can again flow downhill by gravity.

Sewer pipe must be strong and durable. Relatively small-diameter sewers are made of vitrified clay, asbestos cement, or plastic; reinforced concrete is used for larger sewerage systems, and ductile iron or steel is used for force mains. The joints between sewer pipe sections must be flexible, but they must also be tight enough to prevent leakage of sewage out of the pipeline or of groundwater into the pipeline. Access structures called manholes are located over the pipeline at frequent intervals for pipe cleaning and repair services as well as for sampling and flow measurement. The manholes typically are cylindrical in shape and are made of brick, concrete, or concrete block; a circular cast-iron frame and cover carry traffic loads and keep out surface water. To cross streams, highways, or other obstructions, a short section of the pipeline can be lowered or depressed, forming an inverted siphon. The entire network of sewer pipes, manholes, pumping stations, force mains, inverted siphons, and other appurtenances is called a sewerage system.

See also wastewater treatment.

This article was most recently revised and updated by Robert Curley.
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wastewater treatment, the removal of impurities from wastewater, or sewage, before it reaches aquifers or natural bodies of water such as rivers, lakes, estuaries, and oceans. Since pure water is not found in nature (i.e., outside chemical laboratories), any distinction between clean water and polluted water depends on the type and concentration of impurities found in the water as well as on its intended use. In broad terms, water is said to be polluted when it contains enough impurities to make it unfit for a particular use, such as drinking, swimming, or fishing. Although water quality is affected by natural conditions, the word pollution usually implies human activity as the source of contamination. Water pollution, therefore, is caused primarily by the drainage of contaminated wastewater into surface water or groundwater, and wastewater treatment is a major element of water pollution control.

Historical background

Direct discharge of sewage

Many ancient cities had drainage systems, but they were primarily intended to carry rainwater away from roofs and pavements. A notable example is the drainage system of ancient Rome. It included many surface conduits that were connected to a large vaulted channel called the Cloaca Maxima (“Great Sewer”), which carried drainage water to the Tiber River. Built of stone and on a grand scale, the Cloaca Maxima is one of the oldest existing monuments of Roman engineering.

There was little progress in urban drainage or sewerage during the Middle Ages. Privy vaults and cesspools were used, but most wastes were simply dumped into gutters to be flushed through the drains by floods. Toilets (water closets) were installed in houses in the early 19th century, but they were usually connected to cesspools, not to sewers. In densely populated areas, local conditions soon became intolerable because the cesspools were seldom emptied and frequently overflowed. The threat to public health became apparent. In England in the middle of the 19th century, outbreaks of cholera were traced directly to well-water supplies contaminated with human waste from privy vaults and cesspools. It soon became necessary for all water closets in the larger towns to be connected directly to the storm sewers. This transferred sewage from the ground near houses to nearby bodies of water. Thus, a new problem emerged: surface water pollution.

Developments in sewage treatment

It used to be said that “the solution to pollution is dilution.” When small amounts of sewage are discharged into a flowing body of water, a natural process of stream self-purification occurs. Densely populated communities generate such large quantities of sewage, however, that dilution alone does not prevent pollution. This makes it necessary to treat or purify wastewater to some degree before disposal.

The construction of centralized sewage treatment plants began in the late 19th and early 20th centuries, principally in the United Kingdom and the United States. Instead of discharging sewage directly into a nearby body of water, it was first passed through a combination of physical, biological, and chemical processes that removed some or most of the pollutants. Also beginning in the 1900s, new sewage-collection systems were designed to separate storm water from domestic wastewater, so that treatment plants did not become overloaded during periods of wet weather.

After the middle of the 20th century, increasing public concern for environmental quality led to broader and more stringent regulation of wastewater disposal practices. Higher levels of treatment were required. For example, pretreatment of industrial wastewater, with the aim of preventing toxic chemicals from interfering with the biological processes used at sewage treatment plants, often became a necessity. In fact, wastewater treatment technology advanced to the point where it became possible to remove virtually all pollutants from sewage. This was so expensive, however, that such high levels of treatment were not usually justified.

Wastewater treatment plants became large, complex facilities that required considerable amounts of energy for their operation. After the rise of oil prices in the 1970s, concern for energy conservation became a more important factor in the design of new pollution control systems. Consequently, land disposal and subsurface disposal of sewage began to receive increased attention where feasible. Such “low-tech” pollution control methods not only might help to conserve energy but also might serve to recycle nutrients and replenish groundwater supplies.

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