AWWA Water Treatment & Distribution Definitions Grade 1 - 4 Flashcards

1
Q

A US government agency responsible for implementing federal laws designed to protect the environment.

A

US Environmental Protection Agency
(USEPA)

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2
Q

Anything found in water other than water itself.

A

Contaminant

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3
Q

A disease-causing organism.

A

Pathogen

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4
Q

An organism too small to be seen by the naked eye and visible only with a microscope.

A

Microorganism

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5
Q

An organism that lives within, and may cause harm, to other organisms.

A

Parasite

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6
Q

A one-celled microscopic organism that has no chlorophyll.

Usually has a spherical, rodlike, or curved shape.

A

Bacteria

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7
Q

A bacterium of the coliform group used as a substitute for fecal coliforms in the regulations of the Total Coliform Rule.

A

Escherichia coli (E. coli)

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8
Q

A porous layer of paper, glass fiber, or cellulose acetate used to remove particulate matter from water samples and other chemical solutions.

A

Filter

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9
Q

The smallest and simplest form of life.

A

Virus

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10
Q

Small single-celled animals including amoebae, ciliates, and flagellates.

A

Protozoa

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11
Q

A protozoan that can survive in water that causes human disease.

A

Giardia

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12
Q

A group of bacteria predominately inhabiting the intestines of humans or animals, but occasionally found elsewhere.

A

Coliform Bacteria

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13
Q

A laboratory method used for coliform testing that uses a nutrient broth placed in tubes.

A

Multiple-Tube Fermentation (MTF) Method

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14
Q

An approved bacteriological procedure for the detection of fecal coliforms.

Used for the rapid detection of E. coli through visual fluorescence when viewed under a UV light.

A

MNO-MUG Method

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15
Q

An approved bacteriological method for the detection of total coliforms.

This is a simple way to determine if coliform bacteria is present or absent.

A

Presence-Absence (P-A) Method

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16
Q

A laboratory method used to detect bacteria by capturing them on a membrane filter.

A

Membrane Filter (MF) Method

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17
Q

A regulation that became effective after December 31, 1990, doing away with the previous maximum contaminant level (MCL) relating to the density of organisms and relating only to the presence or absence of the organisms in water.

A

Total Coliform Rule

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17
Q

A laboratory method used to estimate the bacteria population present in water (by culturing them on a specific agar).

A

Heterotrophic Plate Count (HPC)

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18
Q

The smallest particle of an element that still retains the characteristics of that element.

A

Atom

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19
Q

One of the tree elementary particles of an atom (along with neutrons and electrons).

A positively charged particle located in the nucleus of an atom.

A

Proton

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20
Q

An uncharged elementary particle that has a mass approximately equal to that of the proton.

These are present in all atomic nuclei (except in the lightest hydrogen nucleus).

A

Neutron

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21
Q

One of the three elementary particles of an atom (along with protons and neutrons).

A tiny, negatively charged particle that orbits around the nucleus of an atom.

A

Electron

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22
Q

The center of an atom, made up of positively charged particles called protons and uncharged particles called neutrons.

A

Nucleus

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23
Q

The number of protons in the nucleus of an atom.

A

Atomic Number

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24
The sum of the number of protons and the number of neutrons in the nucleus of an atom.
Atomic Weight
25
An atom of the same element, but containing varying numbers of neutrons in the nucleus. Stable ones do not emit radiation and Unstable ones do emit radiation.
Isotope
26
An atom that is electrically unstable because it has more or fewer electrons than protons. This atom carries either a positive or an negative charge resulting from the loss or gain of electrons.
Ion
27
A positively charged ion..
Cation
28
A negatively charged ion.
Anion
29
A chart showing all the elements arranged according to similarities of chemical properties.
Periodic Table
30
The standard abbreviation, either one or two letters, of an element.
Chemical Symbol
31
Anything that occupies space and has weight (mass).
Matter
32
Two or more elements joined together by a chemical bond.
Compound
33
Two or more atoms joined together by a chemical bond.
Molecule
34
An electron in the outermost electron shell.
Valence Electron
35
Two or more elements, compounds, or both, mixed together with no chemical reaction (bonding).
Mixture
36
A group of elements chemically bonded together and acting like single atoms or ions in their ability to form other compounds.
Polyatomic Ion
37
Using the chemical symbols for each element, a shorthand way of writing that elements and how many elements of each are present.
Chemical Formula
38
The proportion, calculated as a percentage, of each element in a compound.
Percent by Weight
39
The sum of all of the atomic weights of all atoms in a compound.
Molecular Weight
40
A shorthand way, using chemical formulas, of writing the reaction that takes place when chemicals are brought together; with reactants on the left and products on the right of an arrow indicating the direction of the reaction.
Chemical Equation
41
A liquid containing a dissolved substance.
Solution
42
The liquid used to dissolve a substance.
Solvent
43
The substance dissolved in a solution.
Solute
44
In chemistry, a measurement of how much solute is contained in a given amount of solution, commonly measured in milligrams per liter (mg/L).
Concentration
45
A chemical substance of mineral origin not having carbon in its molecular structure.
Inorganic Compound
46
Any substance that releases hydrogen ions (H+) when mixed into water.
Acid
47
Any substance that produces hydroxide ions when it dissociates in water.
Base
48
A measurement of how acidic or basic a substance is, from 0 (most acidic) to 14 (most basic). A measurement of 7 indicates that the substance is neutral.
pH
49
A measurement of water's ability to neutralize an acid.
Alkalinity
50
A chemical substance of animal or vegetable origin having carbon in its molecular structure.
Organic Compound
51
Disinfection byproduct compounds formed by the reaction of organic material in water with chlorine or other disinfectants, consisting of chloroform, bromoform, dichloromethane, and dibromochloromethane.
Trihalomethanes (THMs)
52
The maximum permissible level of a contaminant in water as specified in the regulations of the Safe Drinking Water Act.
Maximum Contaminant Level (MCL)
53
Chemicals formed as a reaction of disinfectants with contaminants in water, consisting of monochloroacetic acid, dichloroacetic acid, trichloroacetic acid, monobromoacetic acid, and dibromoacetic acid.
Haloacetic Acids (HAA5s)
54
A chemical produced by humans that can contaminate water.
Synthetic Organic Chemical (SOC)
55
Non-enforceable health-based goals published along with the promulgation of an MCL.
Maximum Contaminant Level Goal (MCLG)
56
Behavior of a material that has an unstable atomic nucleus, which spontaneously decays or disintegrates, producing radiation.
Radioactivity
57
The quantity of radiation (other than X-rays or other generated radiation) that produces in one gram of human tissue ionization equivalent to the quantity produced in air by one roentgen of radiation or X-rays (equivalent to 83.8 ergs of energy).
Roentgen Equivalent Physical (rep)
58
A measure of the dose absorbed by the body from radiation (100 ergs of energy in 1 gram of tissue).
Radiation Absorption Dose (rad)
59
A quantification of radiation in terms of its dose effect on the human body; the number of rads times a quality factor).
Roentgen Equivalent Man (rem)
60
A method which any number can be expressed as a number between 1 and 9 multiplied by a power of 10.
Scientific Notation
61
A relationship between two numbers. This may be expressed using colons (for example, 1:2 or 3:7), or it may be expressed as a fraction (for example, 1/2 or 3/7).
Ratio
62
The relationship between two numbers in a ratio. When it is the same as that between two other numbers in another ratio, the two ratios are to be in proportion, or proportionate.
Proportion
63
A method to group information so that trends in the information may be determined.
Average
64
A measurement of average value, calculated by summing all terms and dividing by the number of terms.
Arithmetic Mean
65
The fraction of the whole expressed as parts per one hundred.
Percent
66
A supply of piped water for human consumption that has at least 15 service connections, or serves 25 or more people 60 or more days each year.
Public Water System (PWS)
67
A new chemical compound formed by the reaction of disinfectants with organic compounds in water. At high concentrations, many of these are considered a danger to human health.
Disinfection By-Products (DBPs)
68
The product of a residual disinfectant concentration C, in milligrams per liter, and the corresponding disinfectant contact time T, in minutes. Minimum values are specified by the Surface Water Treatment Rule as a means of ensuring adequate kill or inactivation of pathogenic microorganisms in water.
C x T Value
69
The science of dealing with the properties, distribution, and circulation of water in the atmosphere, on and below the earth's surface.
Hydrology
70
The movement of water to and from the surfaces of the earth.
Hydrologic Cycle
71
Water that moves off land and water surfaces and into the atmosphere.
Evaporation
72
The release of water into the air by plants, primarily through their leaves.
Transpiration
73
Water movement with the air currents in the atmosphere.
Advection
74
Water vapor in the air formed by tiny droplets.
Condensation
75
Water that falls out of the atmosphere as rain, snow, or ice.
Precipitation
76
The process of rain water landing on vegetation, not reaching the ground.
Interception
77
The process of rain water reaching the ground and soaking through the soil.
Infiltration
78
Water movement below the surface, influenced by gravity and the presence of natural barriers in the rock or soil.
Subsurface Flow
79
Water that reaches the ground and flows towards nearby water bodies.
Runoff
80
Runoff that flows into small channels that feeds into larger channels that carry rivers and streams.
Channel Flow
81
The removal of water from circulation because it is frozen, held in a lake above-ground, or held in an aquifer below-ground.
Storage
82
Water that has collected as snow or ice and been released as liquid.
Snowmelt
83
Subsurface water occupying the saturation zone, from which wells and springs are fed. In a strict sense, the term only applies to water below the water table.
Groundwater
84
A porous, water-bearing geologic formation. Generally restricted to materials capable of yielding an appreciable supply of water.
Aquifer
85
An indication of the volume of space within a given amount of material.
Porosity
86
The characteristic of how easily water will flow through a material.
Permeability
87
A location where groundwater emerges on the surface of the ground.
Spring
88
All water on the surface, as distinguished from groundwater.
Surface Water
89
An area from which surface runoff is carried away by a single drainage system. Also called a catchment area, watershed, or watershed drainage area.
Drainage Basin
90
Pleasing to the taste.
Palatable
91
A well feature that prevents contamination from entering the well.
Sanitary Seal
92
The metal pipe used to line the borehole of a well.
Well Casing
93
A well feature that prevents rock and soil from entering the well, while letting water in.
Well Screen
94
A concrete area placed around the casing of some wells to support pumping equipment and to help prevent surface water from contaminating the well water.
Well Slab
95
The level of water in a well when no water is being taken from the aquifer.
Static Water Level
96
The upper surface of the zone of saturation, closest to the ground surface.
Water Table
97
The difference between the static water level and the pumping level in a well.
Drawdown
98
The cone-shaped depression on the groundwater level around a well during pumping.
Cone of Depression
99
The rate of water withdrawal that a well can supply over a long period of time.
Well Yield
100
A well's pumping rate divided by the drawdown level.
Specific Capacity
101
A very wide, relatively shallow caisson that has horizontally drilled wells with screen points at the bottom. These wells are large producers.
Radial Wells
102
A sub surface structure to receive water filtered through a streambed.
Infiltration Gallery
103
A pond, lake, or reservoir constructed by carving out a basin or building a dam across a stream valley.
Impoundment
104
The addition of water to the groundwater supply from precipitation and by infiltration from the surface streams, lakes, reservoirs, and snowmelt.
Recharge
105
A structure or device placed in a surface water source to permit the withdrawal of water from that source.
Intake Structure
106
The accumulation of silt in an impoundment.
Siltation
107
The separation of water in lakes and reservoirs such that a warm layer of water overlies a cooler layer.
Stratification
108
The upper, warmer layer of water in a stratified lake.
Epilimnion
109
The lower layer of water in a stratified lake. The water temperature is near 39.2 degrees F (4 degrees C), at which water attains its maximum density.
Hypolimnion
110
The temperature transition zone in a stratified lake, located between the epilimnion and the hypolimnion.
Thermocline
111
Use of a method to prevent to prevent a lake or reservoir from becoming stratified. Typically consists of releasing diffused compressed air at a low point on the lake bottom.
Destratification
112
A pretreatment method that uses course screens to remove large debris from water to prevent clogging of pipes or channels to the treatment plant.
Screening
113
A series of straight steel bars, welded at their ends to horizontal steel beams, forming a grid. These are placed on intakes or in waterways to remove large debris.
Bar Screens
114
A screen made of a wire fabric attached to a metal frame. The screen is usually equipped with a motor so that it can move continuously through the water and be automatically cleaned with a water spray. It is used to remove finer debris from the water than a bar screen is able to remove.
Wire-Mesh Screen
115
A preliminary treatment process used to remove gravel, sand, and other gritty material from the raw water before it enters the main treatment plant. This is usually done without the use of coagulation chemicals.
Presedimentation
116
An enlargement of a conduit carrying the raw water that allows the water velocity to slow down so that sand and other grit can settle.
Sand Trap
117
A centrifugal sand-and-grit removal device.
Cyclone Degritter
118
A rotating drum lined with a finely woven material, such as stainless steel. These are used to remove algae and small debris before they enter the treatment plant.
Microstrainer
119
Source water oxidation with hypochlorite or ozone.
Preoxidation
120
Finely divided solids, such as bacteria and fine clay particles, that will stay suspended in water for long periods of time.
Nonsettleable Solids
121
A physical characteristic of water making the water appear cloudy. The condition is caused by the presence of suspended matter.
Turbidity
122
The water treatment process that causes very small particles to attract one another to form larger particles. This is accomplished by the addition of a chemical that neutralizes the electrostatic charges on the particles that causes them to repel each other.
Coagulation
122
A term that describes the treatment process used by most US surface water systems consisting of the steps of coagulation, flocculation, sedimentation, and filtration.
Conventional Treatment
123
The water treatment process, following coagulation, that uses gentle stirring to bring suspended particles together so that they can form larger, more settleable clumps, called floc.
Flocculation
124
Collections of the smaller particles (such as silt, organic matter, and microorganisms) that have come together (agglomerated) into larger, more settleable particles as a result of the coagulation-flocculation process.
Floc
125
A solid organic or inorganic particle that is held in suspension by the action of flowing water.
Suspended Solid
126
A denser and heavier suspended solid that will settle unaided to the bottom of a sedimentation basin within 4 hours.
Settleable Solid
127
A finely divided solid that will not settle out of water for very long periods of time unless the coagulation-flocculation process is used.
Colloidal Solid
128
Any material that is dissolved in water and can be recovered by evaporating the water after filtering the suspended material.
Dissolved Solid
129
The accumulated solids separated from water during treatment.
Sludge
130
A coagulant aid used to form denser, stronger floc.
Activated Silica
131
A material, such as bentonite clay, added to low-turbidity waters to provide additional particles for good floc formation.
Weighting Agent
132
A high-molecular weight, synthetic organic compound that forms ions when dissolved in water. Also called a polymer.
Polyelectrolyte
133
A process of quickly mixing a chemical solution uniformly through the water.
Rapid Mixing
134
A device designed to produce turbulence and mixing of chemicals with water, by means of fixed sloping vanes within the unit, without the need for any application of power.
Static Mixing
135
The water treatment process that involves reducing the velocity of water in basins so that the suspended material can settle out by gravity.
Sedimentation
136
A basin or tank in which water is retained to allow settleable matter, such as floc, to settle by gravity. Also called a settling basin, settling tank, or a sedimentation tank.
Sedimentation Basin
137
Water flowing into a basin.
Influent
138
Water flowing from a basin.
Effluent
139
Uniform flow in a horizontal direction.
Rectilinear Flow
140
Flow that moves across a basin from the center to the outside edges, or visa versa.
Radial Flow
141
A trough that collects the water flowing from a basin (effluent) and transports it to the effluent piping system.
Launder
142
The water treatment process involving the removal of suspended matter by passing the water through a porous medium, such as sand.
Filtration
143
Granular material through which material is collected and stored when water passes through it.
Filter Media
144
A filtration method that includes coagulation, flocculation, and filtration, but excludes sedimentation. Only applicable to raw water relatively low in turbidity because all suspended matter must be trapped by the filters.
Direct Filtration
145
A filtration process that involves passing raw water through a bed of sand at low velocity, resulting in particulate removal by physical and biological mechanisms.
Slow Sand Filtration
146
A pressure filter using a medium made from diatoms. The water is forced through the filter medium by pumping.
Diatomaceous Earth Filter
147
A small, prefabricated unit that has been designed and assembled at a factory and then shipped to the installation site.
Package Treatment Plant
148
The layer of solids and biological growth that forms on top of a slow sand filter, allowing the filter to remove turbidity effectively without chemical coagulation.
Schmutzdecke
149
The water treatment process that kills disease-causing organisms in water, usually by the addition of chlorine.
Disinfection
150
A disease caused by a waterborne organism or toxic substance.
Waterborne Disease
151
A container that holds 150 lb (68kg) of chlorine and has a total filled weight of 250-285 lb (110-130 kg).
Chlorine Cylinder
152
A reusable, welded tank that holds 2,000 lb (910 kg) of chlorine. These tanks weigh about 3,700 lb (1,700 kg) when full and are generally 30 in. (0.76 m) in diameter and 80 in. (2.03 m) long.
Ton Container
153
Any device that is used to add chlorine to water.
Chlorinator
154
The portion of the chlorination system that feeds the chlorine solution into a pipe, under pressure.
Injector
155
A section of perforated pipe or porous plates used to inject gas, such as carbon dioxide or air, under pressure into water.
Diffuser
156
A heating device used to convert liquid chlorine to chlorine gas.
Chlorine Evaporator
157
Chlorination using solutions of calcium hypochlorite or sodium hypochlorite.
Hypochlorination
158
An abundant element found naturally in the earth; as a result, it is found dissolved in most water supplies. When the concentrations exceed 0.3 mg/L, it causes red stains on plumbing fixtures and other items in contact with the water. It can be found dissolved in water as a result of the corrosion of cast-iron or steel pipes. This is usually that cause of red-water problems.
Iron
159
An abundant element found naturally in the earth; it is found dissolved in many water supplies. At concentrations above 0.05 mg/L, it causes black stains on plumbing fixtures, laundry, and other items in contact with the water.
Manganese
160
An ion from the element fluorine. It is a constituent of the earth's crust and consequently is found naturally, to some degree, in all drinking water sources. A small amount of this in the diet is essential for proper bone and tooth formation.
Fluoride
161
The water treatment process in which a chemical is added to the water to increase the concentration of fluoride ions to an optimal level. The purpose of adding this is to reduce the incidence of dental cavities in children.
Fluoridation
162
Staining or pitting of the teeth due to excessive amounts of fluoride in the water.
Fluorosis
163
A dry chemical used in the fluoridation of drinking water. It is commonly used in saturators.
Sodium Fluoride
164
A strongly acidic liquid used to fluoridate drinking water.
Fluorosilicic Acid
165
A dry chemical used in the fluoridation of drinking water. It is derived from fluorosilicic acid.
Sodium Fluorosilicate
166
A sample containing all of the constituents that are in the water from which it was taken.
Representative Sample
167
A single water sample collected at one time from a single point.
Grab Sample
168
A series of individual or grab samples taken at different times from the same sampling point and mixed together.
Composite Sample
169
A plan for laboratory operation that specifies the measures used to produce data of known precision and bias.
Quality Assurance (QA)
170
A laboratory program of continually checking techniques and calibrating instruments to enable consistency in analytical results.
Quality Control (QC)
171
A written record of a sample's history of SDWA compliance, from the time of collection to the time of analysis and subsequent disposal.
Chain of Custody
172
The oxygen dissolved in water, wastewater, or other liquid, usually expressed in milligrams per liter, parts per million, or percent of saturation.
Dissolved Oxygen
173
The gradual degradation or destruction of a substance or material by chemical action. The action proceeds inward from the surface.
Corrosion
174
Mineral deposits left in pipelines and plumbing fixtures.
Scaling
175
A knob of rust formed on the interior of cast-iron pipes as a result of corrosion.
Tubercle
176
The water treatment process intended to reduce the corrosive or scale-forming tendencies of water.
Stabilization
177
Rust-colored water resulting from the formation of ferric hydroxide from iron naturally dissolved in that water or from the action of iron bacteria.
Red Water
178
A form of localized corrosion that can form deep pits and tubercles.
Concentration Cell Corrosion
179
A form of localized corrosion caused by the connection of dissimilar metals in an electrolyte, such as water.
Galvanic Corrosion
180
The point at which water can no longer dissolve any more of a particular chemical. Precipitation of the chemical will happen after this point.
Saturation Point
181
A characteristic of water, caused primarily by the salts of calcium and magnesium. This causes deposition of scale in boilers, damage in some industrial processes, and sometimes questionable taste.
Hardness
182
The water treatment process that removes calcium and magnesium, the hardness-causing constituents in water.
Softening
183
A precipitation process used to remove hardness from water.
Lime-Soda Ash Process
184
A chemical substance of animal or vegetable origin, having carbon in its molecular structure.
Organic Compound
185
The water treatment process used primarily to remove organic contaminants from water. This involves the adhesion of the contaminants to an adsorbent, such as activated carbon.
Adsorption
186
The process of bringing water and air into close contact to remove or modify constituents in water.
Aeration
187
A means of dissolving air into water (aeration) wherein water is distributed over the packing at the top of a tank and air is forced in at the bottom using a blower. Also called Desorption.
Air Stripping
188
A common gas in the atmosphere that is very soluble in water. High concentrations in water can cause the water to be corrosive. This gas is added to water after the lime-softening process to lower the pH in order to reduce calcium carbonate scale formation. -This process is called Recarbonization.
Carbon Dioxide (CO2)
189
A toxic gas produced by anerobic decomposition of organic matter and by sulfate-reducing bacteria. This gas has a very noticeable "rotten egg" odor.
Hydrogen Sulfide (H2S)
190
A colorless, odorless, flammable gas formed by the anaerobic decomposition of organic matter. When dissolved in water, it causes a garlic-like taste. Also called "Swamp Gas."
Methane (CH4)
191
A manufactured, synthetic chemical generally used as an industrial solvent. These are classified as known or suspected carcinogens, or as causing other health effects. They are of particular concern to the water supply industry because they have widely been found as contaminants in groundwater sources.
Volatile Organic Chemical (VOC)
192
A pressure-driven process in which almost-pure water is passed through a semipermeable membrane. Water is forced through the membrane and most ions (salts) are left behind. This process is primarily used for desalination of seawater.
Reverse Osmosis (RO)
193
A process in which ions are transferred through a membrane as a result of a direct electric current being applied to the solution.
Electrodialysis
194
A process used to remove hardness from water that depends on special materials known as resins. The resins trade nonhardness-causing ions (usually sodium) for the hardness-causing ions, calcium and magnesium. The process practically removes all of the hardness from water.
Ion Exchange
195
An excess of chemical left in water after treatment. The presence of this in water after treatment indicates that an adequate amount of disinfectant has been added at the treatment stage to ensure completion of all reactions with some disinfectant remaining.
Residual
196
The study of the combined effects of electricity and magnetism.
Electromagnetics
197
A state in which electrons have accumulated but, are not flowing from one position to another. This is also referred to as "electricity at rest."
Static Electricity
198
Electrical current that flows continuously in one direction.
Direct Current (DC)
199
Electrical current that reverses direction in a periodic manner.
Alternating Current (AC)
200
The general class of pumps that sue a rapidly turning impeller to impart kinetic energy or velocity to fluids. The pump casing then converts this velocity head, in part, to pressure head. Also called a "Kinetic Pump."
Velocity Pump
201
The rotating set of vanes that forces water through a pump.
Impeller
202
(1) A measure of the energy possessed by water at a given location in the water system, expressed in feet (or meters). (2) A measure of the pressure (force) exerted by water, expressed in feet (or meters).
Head (Pressure)
203
(1) In a pump, the percentage of water taken into the suction end that is not discharged because of clearances in the moving unit. (2) In a motor, the difference between the speed of the rotating magnetic field produced by the stator and the speed of the rotor.
Slip
204
A pump consisting of an impeller on a rotating shaft enclosed by a casing that has suction and discharge connections. The spinning impeller throws waster outward at a high velocity, and the casing shape converts this high velocity to a high pressure.
Centrifugal Pump
205
A centrifugal pump, commonly of the multistage diffuser type, in which the pump shaft is mounted vertically.
Vertical Turbine Pump
206
A type of positive-displacement pump consisting of a closed cylinder containing a piston or plunger to draw liquid into the cylinder through an inlet valve and force it out through an outlet valve. When the piston acts on the liquid in one end of the cylinder, the pump is termed to be "Single-Action;" when the piston acts in both ends, the pump is termed to be "Double-Action."
Reciprocating Pump
207
A type of positive-displacement pump consisting of elements resembling gears that rotate in a close-fitting pump case. The rotation of these elements alternately draws in and discharges the water being pumped. Such pumps act with neither suction nor discharge valves, operate at almost any speed, and do not depend on centrifugal forces to lift water.
Rotary Pump
208
A centrifugal pump in which water enters from only one side of the impeller. Also called an "End-Suction Pump."
Single-Suction Pump
209
A centrifugal pump in which the water enters from both sides of the impeller. Also called a "Split-Case Pump."
Double-Suction Pump
210
A product description listing a chemical's identity, composition, and type or types; the hazard(s) associated with its use (is it flammable, an oxidizer, poisonous?); how it enters the body; the effects of exposure; health effects (shot term, long term); the permissible exposure limit; how to handle spills or releases; and other related information.
Material Safety Data Sheet (MSDS) or Safety Data Sheet (SDS)
211
A type of respirator that supplies safe, grade D (or better) breathing air to the wearer.
Self-Contained Breathing Apparatus (SCBA)
212
Activated carbon in a fine powder form. It is added to water in a slurry form primarily for removing those compounds causing tastes and odors.
Powdered Activated Carbon (PAC)
213
Activated carbon in a granular form, which is used in a bed, much like a conventional filter, to adsorb organic substances from water.
Granular Activated Carbon (GAC)
214
Using the chemical symbols for each element, a shorthand way of writing what elements are present in a molecule and how many atoms of each element are present in each of the molecules.
Chemical Formula
215
The proportion calculated as a percentage, of each molecule in a compound.
Percent by Weight
216
The sum of the atomic weights of all the atoms in the compound. Also called "Formula Weight."
Molecular Weight
217
A shorthand way, using chemical formulas, of writing the reaction that takes place when chemicals are brought together. The left side of the equation indicates the chemicals brought together (reactants); the arrow indicates in which direction the reaction occurs; and the right side of the equation indicates the results (the products) of the chemical reaction.
Chemical Equation
218
An indication of the relative number of molecules of the compound that are involved in the chemical reaction.
Coefficient
219
The quantity of a compound or element that has a weight in grams equal to the other substance molecular or atomic weight.
Mole
220
The weight of a compound that contains one equivalent of a hydrogen (for acids) or one equivalent of a hydroxide (for bases). This is calculated by dividing the molecular weight of a compound by the number of H+ or OH- present in the compound.
Equivalent Weight
221
The number of equivalent weights of solute per liter of solution.
Normality
222
A liquid containing a dissolved substance. The liquid alone is called the solvent and the dissolved substance is called the solute.
Solution
223
In chemistry, a measurement of how much solute is contained in a given amount of solution. These are commonly measured in milligrams per liter (mg/L).
Concentration
224
A measurement of the amount of treated water by a plant each day. It is the average of the daily flows that occur within a period of time, such as a week, a month, or a year. Mathematically, it is the sum of all daily flows divided by the total number of daily flows used.
Average Daily Flow (ADF)
225
A measurement of the amount of water leaving a sedimentation basin per unit of basin surface area. Mathematically, it is the flow rate from the basin divided by the basin surface area.
Surface Overflow Rate
226
A measurement of the volume of water applied to each unit of filter surface area. Mathematically, it is the flow rate into the filter divided by the total filter area.
Filter Loading Rate
227
A measurement of the volume of water flowing upward (backwards) through a unit of filter surface area. Mathematically, it is the gallons of backwash water divided by the total filter area.
Filter Backwash Rate
228
An accumulation of media grains and suspended material that creates clogging problems in filters.
Mudball
229
The average length of time that a drop of water or a suspended particle remains in a tank or basin. Mathematically, its the volume of water in the tank divided by the amount of water through the tank. The units of flow rate in this calculation are dependent of whether the time is calculated in minutes, hours, or days.
Detention Time
230
The force pushing on a unit of area. Normally it is measured in pascals (Pa), pounds per square inch (psi), or feet of head.
Pressure
231
A measure of pressure per unit of space.
Pounds per Square Inch (psi)
232
(1) A measure of the energy possessed by water at a given location in the water system, expressed in feet (or meters). (2) A measure of pressure (force) exerted by water, expressed in feet (or meters).
Head (Pressure)
233
The water pressure as measured by a gauge, expressed as "psig." This is not total pressure; total pressure (absolute pressure) also includes the atmospheric pressure (about 14.7 psi at sea level)exerted on the water. However, because atmospheric pressure is exerted everywhere (against the outside of the main as well as the inside, for example), it is generally not written into water system calculations.
Gauge Pressure
234
The total pressure in a system, including both the pressure of the water and the pressure of the atmosphere (about 14.7 psi, at sea level).
Absolute Pressure
235
Pressure measured by a gauge and expressed in terms of pounds per square inch.
Pounds per Square Inch Gauge (psig)
236
A flow rate of water measured at one particular instant, such as by a metering device, involving a cross-sectional area of the channel or pipe and the velocity of the water at that instant.
Instantaneous Flow Rate
237
The average of the instantaneous flow rates over a given period of time, such as a day.
Average Flow Rate
238
A US government agency responsible for implementing federal laws designed to protect the environment. Congress has delegated implementation of the Safe Drinking Water Act to this agency.
US Environmental Protection Agency (USEPA)
239
Nonenforceable health-based goals published along with the promulgation of an MCL. Originally called Recommended Maximum Contaminant Levels (RMCLs).
Maximum Contaminant Level Goal (MCLG)
240
The maximum permissible level of a contaminant in water as specified in the regulations of the Safe Drinking Water Act (SDWA).
Maximum Contaminant Level (MCL)
241
A new chemical compound formed by the reaction of disinfectants with organic compounds in water. At high concentrations, many of these are considered a danger to human health.
Disinfection By-Product (DBP)
242
The average of four quarterly samples at each monitoring location to ensure compliance with the Stage 1 Disinfection By-Product Rule (DBPR).
Running Annual Average (RAA)
243
The product of the residual disinfectant concentration C, in milligrams per liter, and the corresponding disinfectant contact time T, in minutes. Minimum values are specified by the Surface Water Treatment Rule as a means of ensuring adequate kill or inactivation of pathogenic microorganisms in water.
C x T Value
244
The water treatment process that causes very small suspended particles to attract one another and form larger particles. This is accomplished by the addition of a chemical that neutralizes the electrostatic charges on the particles that causes them to repel each other.
Coagulation
245
The water treatment process, following coagulation, that uses gentle stirring to bring suspended particles together so that they will form larger, more settleable clumps, called floc.
Flocculation
246
A measurement of how acidic or basic a substance is. The scale runs from 0 (most acidic) to 14 (most basic), with 7 being neutral.
pH
247
A measurement of a water's ability to neutralize an acid.
Alkalinity
248
A physical characteristic of water making it appear cloudy. This condition is caused by the presence of suspended matter.
Turbidity
249
The amount of carbon bound in organic compounds in a water sample as determined by a standard laboratory test.
Total Organic Carbon (TOC)
250
A test that determines humic content by measuring the absorbance of UV light at 254 nm and divides that value by the dissolved organic carbon concentration.
Specific Ultraviolet Absorbance (SUVA)
251
The water treatment process that involves reducing the velocity of water in basins so that the suspended material can settle out by gravity.
Sedimentation
252
A basin or tank in which water is retained to allow settleable matter, such as floc, to settle by gravity. Also called a settling basin, settling tank, or a sedimentation tank.
Sedimentation Basin
253
Water flowing into a basin.
Influent
254
Water flowing from a basin.
Effluent
254
The accumulated solids separated from water during treatment.
Sludge
255
Uniform water flow in a horizontal direction.
Rectilinear Flow
256
Flow that moves across a basin from the center to the outside or vice versa.
Radial Flow
257
A basin in which the coagulation, flocculation, and sedimentation processes are combined. The water flows upward through the basin. It is primarily used in the lime softening of water. It can also be called an upflow clarifier or sludge-blanket clarifier.
Solids-Contact Basin
258
A clarification process in which gas bubbles are generated in a basin so that they will attach to solid particles, causing them to rise to the surface. The sludge that accumulates on the surface is then periodically removed by flooding or mechanical scraping.
Dissolved-Air Flotation (DAF)
259
The concrete or steel basin that contains the filter media, gravel support bed, underdrain. and wash water troughs.
Filter Tank
260
Granular material through which material is collected and stored when water passes through it.
Filter Media
261
A filter underdrain system using a main pipe (header) with several smaller perforated pipes (laterals) branching from it on both sides.
Pipe Lateral Collector
262
A patented underdrain system using small porcelain spheres of various sizes in conical depressions.
Wheeler Filter Bottom
263
A trough placed above the filter media to collect the backwash water and carry it to the drainage system.
Wash-Water Trough
264
The practice of admitting air through the underdrain system to ensure complete cleaning of the filter media during a normal filter backwash. Normally, this is an alternative to using a surface wash system.
Air Scouring
265
A control valve used to maintain a fairly constant flow through the filter.
Rate-of-Flow Controller
266
A device that measures turbidity, the amount of suspended particulate matter in water.
Turbidimeter
267
Collections of smaller particles (such as silt, organic matter, and microorganisms) that have come together (agglomerated) into larger, more settleable particles as a result of the coagulation-flocculation process.
Floc
268
High-molecular weight, synthetic organic compound that is used to aid in the coagulation and flocculation process.
Polymer
269
A measurement (in millivolts) of the particle charge strength surrounding colloidal solids. The more negative the number, the stronger the particle charge and repelling force between particles.
Zeta Potential
270
A violent washing action in a filter caused by uneven distribution of backwash water.
Sand Boil
271
A condition that occurs in filters when air comes out of solution as a result of pressure decreases and temperature increases. The air clogs the voids between the media grains, which causes increased head loss through the filter and shorter filter runs.
Air Binding
272
A pressure filter using medium made from diatoms. The water is forced through the medium by pumping.
Diatomaceous Earth Filter
273
A container that holds 150 lbs (68 kg) of chlorine and has a total filled weight of 250-285 lbs (110-130 kg).
Chlorine Cylinder
274
A reusable, welded tank that holds 2,000 lbs (910 kg of chlorine. These tanks weigh about 3,700 lbs (1,700 kg) when full and are generally 30 in. (0.75 m) in diameter and 80 in (2.03 m) long.
Ton Container
275
Any device that is used to add chlorine to water.
Chlorinator
276
The portion of a chlorination system that feeds the chlorine solution into a pipe under pressure.
Injector
277
A section of perforated pipe r porous plates used to inject gas, such as carbon dioxide or air, under pressure into water.
Diffuser
278
Chlorination using solutions of calcium hypochlorite or sodium hypochlorite.
Hypochlorination
279
An abundant element found naturally in the earth; as a result it is found dissolved in most water supplies. When the concentration exceeds 0.3 mg/L, it causes red stains on plumbing fixtures and other items in contact with the water. This can also be found, dissolved in water as a result of corrosion of cast-iron or steel pipes. This is usually the cause of red-water problems.
Iron
280
An abundant element found naturally in the earth and dissolved in many water supplies. At a concentration of 0.05 mg/L, it causes black stains on plumbing fixtures, laundry, and other items in contact with the water.
Manganese
281
Materials used to filter raw water, including granular media, sand, crushed quartz, garnet sand, manganese greensand, and filter coal.
Granular Filter Media
282
A piece of equipment that feeds a sodium fluoride solution into water for fluoridation. A layer of sodium fluoride is placed in a plastic tank and water is allowed to trickle through the layer, forming a solution of constant concentration that is fed to the water system.
Saturator
283
A procedure used to determine the concentration of fluoride ions in water; a color change takes place, following the addition of a chemical reagent. This is the chemical reagent used in this test.
SPADNS (Method)
284
A single water sample collected at one time from a single point.
Grab Sample
285
A series of individual or grab samples taken at different times from the same sampling point and mixed together.
Composite Sample
286
A plan for a laboratory operation that specifies the measures used to produce data of known precision and bias.
Quality Assurance (QA)
287
A laboratory program of continually checking techniques and calibrating instruments to ensure consistency in analytical results.
Quality Control (QC)
288
An instrument that measures the net and colloidal charge of suspended particles in liquid. The measurement is similar in theory to zeta potential determination and provides a reading that can be used to optimize coagulant dosages and maintain proper electrokinetic charge in coagulation control.
Streaming Current Detector
289
A laboratory procedure for evaluating coagulation, flocculation, and sedimentation processes. This is used to estimate proper coagulant dosage.
Jar Test
290
The most common chemical used for coagulation. Also called Aluminum Sulfate.
Alum
290
The gradual deterioration or destruction of a substance or material by chemical action. The action proceeds inward from the surface.
Corrosion
291
Mineral deposits left in pipelines and plumbing fixtures.
Scaling
292
The water treatment process intended to reduce the corrosive or scale-forming tendencies of water.
Stabilization
292
A knob or rust formed on the interior of cast-iron pipes as a result of corrosion.
Tubercle
293
Oxidized iron.
Rust
294
Another name for calcium hydroxide CaO, which is used in water softening and stabilization. Also called Unslaked Lime.
Quicklime
294
A conical tank filled with fine grain sand (seeding material). Supply water and chemicals (caustic soda, lime wash, or sodium carbonate) are injected through the bottom and mixed intensively, resulting in chemical precipitation that removes hardness from water, forming small hard pellets of calcium carbonate (CaCO3).
Pellet Reactor
294
The lime slurry formed when water is mixed with calcium hydroxide (hydrated lime or slaked lime).
Milk of Lime
294
Another name for calcium hydroxide (Ca(OH)2, which is used in water softening and stabilization. Also called Slaked Lime.
Hydrated Lime
294
The reintroduction of carbon dioxide into the water, either during or after lime-soda ash softening, to lower the pH of the water.
Recarbonization
294
A process of reversing the ion exchange softening reaction of ion exchange materials. Hardness ions are removed and replaced with nontroublesome ions, thus rendering the materials fit for reuse in the softening process.
Regeneration
294
A process used to remove hardness from water that depends on special materials known as resins. The resins trade nonhardness-causing ions (usually sodium) for the hardness-causing ions, calcium and magnesium. This process removes practically all of the hardness from water.
Ion exchange
294
In water treatment, the synthetic, bead-like material used in the ion exchange process.
Resin
295
A positive ion.
Cation
295
Ion exchange involving ions that have positive charges, such as calcium and sodium.
Cation Exchange
295
A negative ion.
Anion
296
The compound aluminum oxide, which is used to remove fluoride and arsenic from water by adsorption.
Activated Alumina (AA)
296
Ion exchange involving ions that have negative charges, such as chloride.
Anion Exchange
297
The water treatment process used primarily to remove organic contaminants from water. This involves the adhesion to the contaminants to an adsorbent, such as activated carbon.
Adsorption
298
Any material, such as activated carbon, used to adsorb substances from water.
Adsorbent
299
Activated carbon in a fine powder form. It is added to water in a slurry form primarily for removing those organic compounds causing tastes and odors.
Powdered Activated Carbon (PAC)
300
Activated carbon in a granular form, which is used in a bed, much like a conventional filter, to adsorb organic substances from water.
Granular Activated Carbon (GAC)
301
The volume of the tank holding an activated carbon bed, divided by the flow rate of water. This is expressed in minutes and corresponds to the detention time in a GAC filter bed.
Empty Bed Contact Time (EBCT)
302
A vertical, steel cylinder pressure vessel used to hold an activated carbon bed.
Contactor
303
The process of bringing air and water into close contact to remove or modify constituents in the water.
Aeration
304
The ratio of the volume of product water, or permeate produced, to raw water treated.
Recovery
305
A cylindrical tank containing packing material, with water distributed over the top and airflow introduced from the bottom by a blower. Commonly referred to as an Air Stripper.
Packed Tower
306
A pressure-driven process in which almost-pure water is passed through a semipermeable membrane and most ions (salts) are left behind. This process is primarily used for the desalination of seawater.
Reverse Osmosis (RO)
307
Raw water that has undergone pretreatment (acidification or scale inhibitor addition) prior to entering the filter membrane arrays.
Feedwater
308
The disposal of sludge by transporting it to a lagoon.
Lagooning
309
A process to remove a portion of the water from sludge.
Dewatering
310
To draw off the liquid from a basin or tank without stirring up the sediment in the bottom.
Decant
311
A pump consisting of an impeller on a rotating shaft enclosed by a casing that has suction and discharge connections. The spinning impeller throws water outward at high velocity, and the casing converts this high velocity to a high pressure.
Centrifugal Pump
312
A product description listing a chemical's identity, composition, and type or types; the hazard(s) associated with its use (is it flammable, an oxidizer, poisonous?); how it enters the body; the effects of exposure; health effects (short term, long term); the permissible exposure limit; how to handle spills or releases; and other related information.
Material Safety Data Sheet (MSDS) or Safety Data Sheet (SDS)
313
A type of respirator that supplies safe, Grade D (or better) breathing air to the wearer.
Self Contained Breathing Apparatus (SCBA)
314
A water treatment process in which relatively pure water passes through a porous membrane while particles, molecules, or ions of unwanted matter are excluded.
Membrane Filtration
315
A compound that is controlled through treatment to prevent the formation of calcium carbonate (hardness).
Calcium Bicarbonate
316
Disinfection using ultraviolet light.
Ultraviolet (UV) Disinfection
317
A characteristic of water, caused primarily by the salts of calcium and magnesium. Causes deposition of scale in boilers, damages in some industrial processes, may decrease the effectiveness of soap, and sometimes objectionable taste.
Hardness
318
Hardness caused primarily by bicarbonate.
Carbonate Hardness
319
Hardness caused by the salts of calcium and magnesium.
Noncarbonate Hardness
320
The principal hardness- and scale-causing compound in water.
Calcium Carbonate
321
The reintroduction of carbon dioxide into the water, either during or after lime-soda ash softening.
Recarbonization
322
A process used to remove hardness from water that depends on special materials known as resins. The resins trade nonhardness-causing ions (usually sodium) for the hardness-causing ions, calcium and magnesium. This process removes practically all the hardness from water.
Ion Exchange Process
323
The process of reversing the ion exchange softening reaction of ion exchange materials. Hardness ions are removed from the used materials and replaced with nontroublesome ions, thus restoring the exchange capacity of the resin for further softening.
Regeneration
324
A measure of a water's tendency to deposit scale or corrode pipes, based on pH, conductivity, hardness, alkalinity, and water temperature. An ideal range is near 0 (between -1 and 1) is considered balanced, meaning the water is neither scale-forming or corrosive: A negative number indicates undersaturation, meaning the water is corrosive and can dissolve metal pipes; A positive number indicates oversaturation, or the water is likely to deposit scale on pipes, filters, and other surfaces.
Langelier Saturation Index (LSI)
325
The maximum amount of a substance (like oxygen or calcium carbonate) that can dissolve in water under specific conditions (temperature, pressure, etc.). The addition of additional substance usually results in precipitation of that substance.
Saturation
326
A chemical process used to control scale in which a chelating agent "captures" scale-causing ions and holds them in solution, thus preventing them from precipitating out and forming scale. These agents can only bind with a single metal ion at once, while sequestering agents can bind to multiple metal ions simultaneously.
Chelation
327
A chemical process used to control scale formation, in which a sequestering agent holds scale-causing ions in solution, preventing them from precipitating out and forming scale. These agents can bind to multiple metal ions simultaneously, while chelating agents can only bind with a single metal ion at once.
Sequestration
328
(1) A measure of the energy possessed by water at a given location in the water system, expressed in feet. (2) A measure of pressure or force exerted by water, expressed in feet.
Head
329
Pressures measured by a gauge and expressed in terms of pounds per square inch.
Pounds per Square Inch Gauge (psig)
330
A measurement of the amount of energy in water due to water pressure.
Pressure Head
331
A line (hydraulic profile) indicating the piezometric level of water at all points along a conduit, open channel, or stream. In an open channel, this is the free water surface.
Hydraulic Grade Line (HGL)
332
The energy possessed per unit of weight of a fluid because of its elevation above some reference point (called the reference datum). This is also called Position Head or Potential Head.
Elevation Head
333
A measurement of the amount of energy in water due to its velocity, or motion.
Velocity Head
334
A line joining the elevations of the energy heads; a line drawn above the hydraulic grade line (HGL) by a distance equivalent to the velocity head of the flowing water at each section along a stream, channel, or conduit.
Energy Grade Line (EGL)
335
The energy or pressure reduction experienced by a fluid (like water or gas) as it flows through a pipe or channel due to friction between the fluid and the pipe walls.
Friction Head Loss
335
A flow rate of water measured at one particular instant, such as by a metering device, involving the cross-sectional area of a channel or pipe and the velocity of the water at that instant.
Instantaneous Flow Rate
336
An imaginary line through the center of a pump.
Pump Center Line
337
The difference in elevation between the pump center line and the free water surface of the reservoir feeding the pump. The piezometric surface of the water must be higher than the suction side of the pump for this to be measured.
Static Suction Head
338
The difference in elevation between the pump center line and the free water surface being pumped. The piezometric surface of the water must be lower than the suction side of the pump for this to be measured.
Static Suction Lift
339
The difference in height between the pump center line and the level of the discharge free water surface when the pump is not operating and there is no flow.
Static Discharge Head
340
The total height that a pump must lift water when moving it from one point to another. The vertical distance from the suction free water surface to the discharge free water surface. Essentially, the height the pump needs to lift the fluid.
Total Static Head
341
The energy losses in a piping system due to factors other than friction within the pipe itself, such as the resistance to flow as water passes through valves, fittings, inlets, and outlets of a piping system.
Minor Head Loss
342
The distance from the pump centerline at the suction of the pump to the point on the hydraulic grade line directly above it. This represents the total energy available at the pump's suction inlet.
Dynamic Suction Head
343
The distance from the pump centerline at the suction of the pump to the point on the hydraulic grade line directly below it. The total energy required to draw liquid from a source below the pump's centerline.
Dynamic Suction Lift
344
The difference in height between the hydraulic grade line (HGL) on the discharge side of the pump and the HGL on the suction side of the pump. This is a measure of the total energy that a pump must impart to the water to move it from one point to another.
Total Dynamic Head
345
A standard unit of power equal to 746 W (watts), or approximately 33,000 ft-lb/min.
Horsepower
346
The ratio of the total energy output to the total energy input, expressed as a percent.
Efficiency
347
The energy transferred by a force acting on an object as it moves a certain distance. This is achieved when a force causes an object to move a certain distance; it represents the transformation of energy from one form to another.
Work
348
The measure of the amount of work done in a given period of time, or the rate of doing work, measured in watts or horsepower.
Power
349
The portion of the power delivered to a pump that is actually used to lift water.
Water Horsepower
350
The power supplied to a pump by a motor.
Brake Horsepower
351
The horsepower equivalent to the watts of electric power supplied to a motor.
Motor Horsepower
352
The ratio of the total power input (electric current expressed as motor horsepower) to a motor and a pump assembly. to the total power output (water horsepower); expressed as a percent.
Wire-to-Water Efficiency
353
A curve or curves, showing the intersection of speed, dynamic head, capacity, brake horsepower, and efficiency of a pump.
Pump Characteristics Curves
354
The mark on the pump characteristics curve (H - Q or Head - Capacity curve) that indicates the head and capacity at which the pump is intended to operate for best efficiency in a particular installation.
Design Point
355
The combined effect of calcium and magnesium.
Total Hardness
356
The combined effect of hydroxyl alkalinity (OH-), carbonate alkalinity [CO3(-2)], and bicarbonate alkalinity (HCO3-).
Total Alkalinity
357
A US government agency responsible for implementing federal laws designed to protect the environment.
US Environmental Agency (USEPA)
358
Nonenforceable health-based goals published along with the promulgation of an MCL; originally called Recommended Maximum Contaminant Levels (RCMLs).
Maximum Contaminant Level Goal (MCLG)
359
The maximum permissible level of a contaminant in water as specified in the regulations of the Safe Drinking Water Act (SDWA).
Maximum Contaminant Level (MCL)
360
A new chemical compound formed by the reaction of disinfectants with organic compounds in water. At high concentrations, many of these are considered to be a danger to human health.
Disinfection By-Products (DBPs)
361
The average of four quarterly samples at each monitoring location to ensure compliance with the Stage 1 Disinfection By-Products Rule (DBPR).
Running Annual Average (RAA)
362
The product of the residual disinfectant concentration C, in milligrams per liter, and the corresponding disinfectant time T, in minutes. Minimum values are specified by the Surface Water Treatment Rule (SWTR) as a means of ensuring adequate kill or inactivation of pathogenic microorganisms in water.
C x T Value
363
A single water sample collected at one time from a single point.
Grab Sample
364
The oxygen dissolved in water, wastewater, or other liquid, usually expressed in milligrams per liter, parts per million, or percent saturation.
Dissolved Oxygen
365
A series of individual or grab samples collected at different times from the same sampling point and mixed together.
Composite Sample
366
A written record of a sample's history of SDWA compliance, from the time of collection to the time of analysis and subsequent disposal.
Chain of Custody
367
A laboratory method used for coliform testing that uses a nutrient broth placed in culture tubes. Gas production indicates the presence of coliform bacteria.
Multiple-Tube Fermentation (MTF) Method
367
A group of bacteria predominantly inhabiting the intestines of humans or animals, but also occasionally found elsewhere. Presence of this bacteria in water is used as an indication of fecal contamination (contamination by human or animal wastes).
Coliform Bacteria
368
The first major step in the multiple-tube fermentation process. The test presumes (indicates) the presence of coliform bacteria by inoculating multiple tubes of lauryl tryptose broth (LTB) with varying dilutions of sample; gas production after incubation indicates a positive test. Also known as the Most Probable Number (MPN) test.
Presumptive Test
369
In reference to the multiple-tube fermentation or membrane filter test, any sample that contained coliform bacteria.
Positive Sample or Presence
370
When referring to the multiple-tube fermentation or membrane filter test, any sample that does not contain coliform bacteria.
Negative Sample or Absence
371
The second major step in the multiple-tube fermentation method. This test confirms that positive results from the presumptive test are due to coliform bacteria by using the positive sample to inoculate a tube of brilliant green lactose bile broth (BGLB); gas formation within 48 hours indicates a positive test.
Confirmed Test
372
The third major step of the multiple-tube fermentation method. This test confirms that positive results from the confirmed test are due to coliform bacteria, by using the positive sample to inoculate a tube of lactose broth to verify acid and gas production. Also known as the "Quality Control" test.
Completed Test
373
This test is an approved bacteriological procedure for detection of both, total coliforms and E. coli within 24 hours without the need of confirmatory testing. This test is commercially known as the Colilert Test with a negative result being colorless; a total coliform positive result being a yellow color; and an E. coli positive result being a yellow/fluorescent color.
MMO - MUG Method (The Colilert Test)
373
A laboratory method used for coliform testing that uses an ultrathin filter with a uniform pore size smaller than bacteria (less than 1 micron). After a sample is forced through the filter, the trapped bacteria are cultured and incubated on a selective media (m-ENDO agar for coliform bacteria and m-TEC for E. coli), and identified and the coliform colonies are counted. Coliform bacteria exhibit red colonies with a metallic sheen and E. coli colonies exhibit a yellow, yellow-green or yellow-brown colonies.
Membrane Filter (MF) Method
374
This is a standard techniques used to asses the general microbial quality of water by counting the number of viable, culturable heterotrophic bacteria present in a sample. A significant increase in heterotrophic bacteria Colony-Forming Units (CFU) per milliliter can indicate potential water quality problems.
Heterotrophic Plate Count (HPC)
375
The acid neutralizing power of water.
Alkalinity
376
The base neutralizing power of water.
Acidity
377
A physical characteristic of water, which is most commonly tan or brown due to oxidized iron, but contaminants may lead to green or blue. Although this constituent in water is not regulated for health reasons, it is addressed through National Secondary Drinking Water Regulations (NSDWRs), which are non-enforceable guidelines focused on aesthetic concerns (including taste and odor).
Color
378
The color of water from which turbidity has been removed.
True Color
379
A characteristic of water that includes true color and the color caused by suspended matter.
Apparent Color
380
A procedure used to determine the amount of color in water that was developed in 1892 by chemist Allen Hazen. The scale ranges from 0 (clear) to 500 (deep yellow) Color Units (CU), where 1 color unit (CU) equals 1 mg/L of platinum in chloroplatinate ion form. The USEPA recommends through Secondary Maximum Contaminant Levels (SMCLs = non-enforceable regulations), that drinking water should not exceed 15 color units. This also known as the Alpha-Hazen Scale or APHA Color.
Platinum-Cobalt Method
380
This is a measure of odor intensity, which is depicted by a number indicating the greatest dilution of a water sample (using odor-free water) that still yields a noticeable odor. Although odor in water is not regulated for health reasons, it is addressed through National Secondary Drinking Water Regulations (NSDWRs), which are non-enforceable guidelines focused on aesthetic concerns (including taste and color).
Threshold Odor Number (TON)
381
A physical characteristic of water that makes water appear cloudy. The condition is caused by the presence of suspended matter.
Turbidity
382
An instrument that determines turbidity by measuring the amount of light scattered by turbidity in a water sample. It is the ONLY instrument approved by the USEPA to measure turbidity in treated drinking water.
Nephelometer
383
A method that uses a graph or other diagram to solve formulas and equations.
Nomographic Method
384
Any laboratory procedure that uses titration to determine the concentration of a constituent in water.
Titrimetric Method
385
The chlorine residual produced by the reaction of chlorine with substances in the water; most often it is formed by the reaction of chlorine and ammonia. This is not as effective as a disinfectant as is free chlorine residual. This is also known as Chloramines.
Combined Chlorine Residual
385
The point at which the chlorine dosage has satisfied the chlorine demand.
Breakpoint
386
The addition of chlorine until the chlorine demand has been satisfied and free chlorine residual is available for disinfection.
Breakpoint Chlorination
386
The quantity of chlorine consumed by reaction with other substances in water.
Chlorine Demand
387
An analytical procedure that uses an electrode connected to a millivoltmeter to measure the concentration of a constituent in water.
Electrode Method
388
This is a standard test for measuring dissolved oxygen (DO) in water. A modification of the standard Winkler (iodometric) method that uses an alkali-iodide-azide reagent to make the procedure less subject to interferences.
Modified Winkler Method
388
A colorimetric procedure used to determine the concentration of fluoride ion in water. (sodium 2-[parasulfophenylazo]-1.8 dihydroxy-3,6-napthalene disulfonate) is the chemical reagent used in the test.
SPADNS Method
389
A spectrophotometer used to determine the concentration of metals in water and other types of samples.
Atomic Adsorption Spectrophotometer (AA)
390
A measure of a water's acidity or alkalinity. A scale of 1 to 14 is used, with 0 being extremely acidic and 14 being extremely alkaline.
pH
391
The result of a general analysis performed on a water sample to determine the total organic content of the water.
Total Organic Carbon (TOC)
392
A techniques used to measure the concentration of organic compounds in water.
Gas Chromatography (GS)
393
A laboratory procedure for evaluating coagulation, flocculation, and sedimentation processes. This is used to estimate the proper coagulant dosage.
Jar Test
394
The water treatment process intended to reduce the corrosive or scale-forming tendencies of water.
Stabilization
395
The gradual deterioration or destruction of a substance or material by chemical action. The action proceeds inward from the surface.
Corrosion
395
Mineral deposits left in pipelines and plumbing fixtures.
Scaling
396
A knob of rust formed on the interior of cast-iron pipes as a result of corrosion.
Tubercles
397
Bacteria that use dissolved iron as an energy source. They can create serious problems in a water system because they form large, slimy masses that clog well screens, pumps, and other equipment.
Iron Bacteria
398
Oxidized iron or iron oxide.
Rust
399
Tendency to deteriorate metal, such as pipe, through electrochemical processes.
Corrosive or Aggressive Water
400
A form of localized corrosion that can form deep pits and tubercles.
Concentration Cell Corrosion
401
A listing of metals and alloys according to their corrosion potential.
Galvanic Series
402
A form of localized corrosion caused by the connection of dissimilar metals in an electrolyte, such as water.
Galvanic Corrosion
403
The point at which a solution can no longer dissolve any more of a particular chemical. Precipitation of the chemical will occur beyond this point.
Saturation Point
404
Another name for calcium oxide (CaO), which is used in water softening and stabilization.
Quicklime or Unslaked Lime
405
A thin mixture of water and any insoluble material, such as activated carbon.
Slurry
406
The lime slurry formed when water is added with calcium hydroxide (also known as: slaked lime, hydrated lime, or caustic lime).
Milk of Lime
407
A method of determining the rate of corrosion or scale formation by placing metal strips (coupons) of a known weight in the pipe and examining them for corrosion after a period of time.
Coupon Test
408
A process used to remove carbonate hardness from water.
Lime-Soda Ash Process
409
The part of a quicklime feeder that mixes the quicklime with water to form hydrated lime (calcium hydroxide, hydrated lime, or caustic lime).
Slaker
410
The addition of water to quicklime (calcium oxide CaO) to form calcium hydroxide, which then can be used in the softening or stabilization processes.
Slake
411
The process of quickly mixing a chemical solution uniformly through the water.
Rapid or Flash Mixing
412
The water treatment process following coagulation, that uses gentle stirring to bring suspended particles together so they will form larger, more settleable clumps called floc.
Flocculation
413
The water treatment process that involves reducing the velocity of water in basins so that the suspended material can settle out by gravity.
Sedimentation
414
A basin or tank in which water is retained to allow settleable matter, such as floc, to settle by gravity.
Sedimentation Basin
415
An upflow basin in which coagulation, flocculation, and sedimentation processes are all combined. This is primarily used in the lime softening of water.
Solids-Contact Basin
416
A process to remove a portion f water from sludge.
Dewatering
417
The portion of total hardness caused by magnesium compounds, such as magnesium carbonate and magnesium sulfate.
Magnesium Hardness
418
The water treatment process(s) that converts small particles of suspended solids into larger, more settleable clumps.
Coagulation-Flocculation
419
A compound formed when natural organic substances from decaying vegetation and soil (such as humic and fulvic acids) react with chlorine.
Trihalomethanes (THMs)
420
A treatment unit that removes calcium and magnesium from water using ion exchange resins.
Ion Exchange Water Softener
421
The predetermined amount of source water that is routed past water softeners and then blended with softened water to achieve the desired level of finished water hardness.
Percent Bypass
422
A membrane-based water treatment process that uses an electric field to selectively remove ions from water, which is commonly used for desalination rather than exclusively for softening.
Electrodialysis
423
Activated carbon in fine powdered form. It is added to water in a slurry form primarily for removing those organic compounds causing tastes and odors.
Powdered Activated Carbon (PAC)
424
Activated carbon in granular form, which is used in a bed, much like a conventional filter, to adsorb organic substances from water.
Granular Activated Carbon (GAC)
425
The time it takes for a bed of adsorbent to lose its adsorptive capacity. When this occurs, the bed must be replaced with fresh adsorbent.
Bed Life
426
An accumulation of media grains and suspended material that creates clogging problems in filters.
Mudballs
427
A condition in the filtering treatment cycle where contaminants, such as organics or turbidity, begin to pass through the treatment process.
Breakthrough
428
The process of bringing water and air into close contact to remove or modify constituents in the water.
Aeration
429
A condition that occurs in filters when air comes out of solution as a result of pressure decreases and temperature increases. The air clogs the voids between the media grains, which causes increased head loss through the filter and shorter filter runs.
Air Binding
430
A pressure-driven process in which almost-pure water is passed through a semipermeable membrane and most salts (ions) are left behind. This process is primarily used for desalination of seawater.
Reverse Osmosis (RO)
431
Raw water that has undergone pretreatment (acidification or scale inhibitor addition) prior to entering the membrane arrays.
Feedwater
432
The amount of energy used (lost) by water in moving from one point to another.
Head Loss
433
The water that does not pass through the membrane, carries away the rejected matter, and must be disposed of.
Reject Water
434
A device that produces ozone by passing an electrical current through air or oxygen.
Ozone Generator
435
A tank used to transfer ozone to water. A common type applies ozone under pressure through a porous stone at the bottom of the tank.
Ozone Contactor
436
The accumulated solids separated from water during treatment.
Sludge
437
The most common Chemical used for coagulation. It is also called aluminum sulfate.
Alum
438
A three-stage process that describes how nutrients and biological activity influence water quality. The Oligotrophic Stage is associated with low nutrients and limited algae production and biological activity. The Mesotrophic Stage involves a moderate amount of these constituents. The Eutrophic Stage is rich in nutrients and biological activity.
Trophic Cycle
439
The layering of water as a result of temperature differences.
Thermal Stratification
440
Extraction of water through the bank of a river or through the bottom using wells or buried collection piping.
River Bank Filtration
441
an area from which surface runoff is carried away by a single drainage system.
Watershed
442
Any introduction into water of microorganisms, chemicals, wastes, or wastewater in a concentration that makes the water unfit for its intended use.
Contamination
443
The reduction of water usage, accomplished primarily by preventing waste.
Water Conservation
444
The implementation of techniques by a utility to save water by managing the available supply.
Supply Management
445
Water use that does not pass through meters and thus, is not paid for (including water that is wasted).
Unaccounted-For Water
446
The selection and use of trees, shrubs, and plants that require small amounts of water for landscaping.
Xeriscaping
447
A water right that allows the owners of land abutting a stream or other natural body of water, to use that water.
Riparian Doctrine
448
A water rights doctrine in which the first user has the right to the water before subsequent users.
Prior Appropriation Doctrine
449
A water rights term in which water use is prioritized based on who has been using the water for the longest time.
Priority in Time
450
A water rights term indicating that the water is being used for good purposes.
Beneficial Use
451
A water rights term referring to water that is completely owned by one person.
Absolute Ownership
452
A water rights term indicating that the water use is acceptable in general terms.
Reasonable Use
453
The land use that occurs on top of an aquifer.
Overlying Use
454
A rule that contends the Overlying Use rule is not Absolute right, but is related to the rights of other overlying users. The rule is used when there is not enough water to satisfy all overlying uses.
Correlative Rights
455
A water use system in which permits to use the water are regulated so that overdraft cannot occur.
Appropriation-Permit System
456
The maximum permissible level of a contaminant in water as specified in the regulations of the Safe Drinking Water Act (SDWA).
Maximum Contaminant Level (MCL)
457
Nonenforceable health-based goals published along with the promulgation of an MCL. Originally called Recommended Maximum Contaminant Levels (RCMLs).
Maximum Contaminant Level Goal (MCLG)
457
A composite sample in which individual sample volumes are proportional to the flow rate at the time of sampling.
Flow-Proportional Composite Sample
458
A composite sample consisting of several equal-volume samples taken at specific times.
Time Composite Sample
459
= Water Used (in gal per day) / Total Number of People
Gallons per Capita Day (gpcd)
459
It is the sum of all the daily flows, divided by the total number of daily flows used.
Average Daily Flow (ADF)
460
A water right that allows the owners of land abutting a stream or other natural body of water to use that water.
Riparian Doctrine
461
A water rights doctrine in which the first user has the right to the water before subsequent users.
Prior Appropriation Doctrine
462
The assigning of water rights based on who has been sing the water the longest.
Priority in Time
463
A water rights term indicating that the water is being used for good purposes.
Beneficial Use
464
A water rights term referring to water that is completely owned by one person.
Absolute Ownership
465
A water rights term indicating that the water is acceptable, in general.
Reasonable Use
466
The land that occurs on top of an aquifer.
Overlying Use
467
A rule that contends that the overlying use rule is not absolute ownership, but it is related to the rights of other overlying users. This rule is used when there is not enough water to satisfy all overlying uses.
Correlative Rights
468
A water use system in which permits to use the water are regulated so overdraft can not occur.
Appropriation-Permit System
469
A water system using water from a lake or stream for its supply.
Surface Water System
470
A water system using wells, springs, or infiltration galleries as its source of supply.
Groundwater System
471
A water system that purchases water from another water system, so it only provides distribution and minimal treatment.
Purchased Water System
472
A distribution system layout involving a complete loop of arterial mains (sometimes called trunk mains or feeders) around the area being served, with the branch mains projecting inward. Such a system minimizes dead ends.
Arterial-Loop System
472
A distribution system layout in which all of the mains are connected to eliminate dead ends.
Grid System
473
A distribution system layout that centers around a single arterial main, which decreases in size with length. Branches are taken off at right angles, with subbranches from each branch.
Tree System
473
A formula for the velocity of flow in a pipe.
Hazen-Williams Formula
474
The study of fluids in motion or under pressure.
Hydraulics
475
Pressure that exists in water although the water does not flow.
Static Pressure
475
The force on a unit of area.
Pressure
476
Pressure that exists in water as moving energy.
Dynamic Pressure
477
A measure of pressure.
Pounds per Square Inch (psi)
477
The pressure exerted by water at rest (for example, in a nonflowing pipeline).
Hydrostatic Pressure
478
(1) A measure of the energy possessed by water at a given location in the water system, expressed in feet. (2) A measure of the pressure or force exerted by water, expressed in feet.
Head
478
The speed at which water moves; measured in ft/sec or m/sec.
Velocity
479
The water pressure as measured by a gauge and is expressed as "psig." This is not total pressure; total pressure (absolute pressure) also includes atmospheric pressure (about 14.7 psi at sea level) when exerted on the water. However, since atmospheric pressure is exerted everywhere (against the outside of a pipe as well as the inside of a pipe, for example), it is generally not written into water system calculations.
Gauge Pressure
480
The total pressure in the system, including both the pressure of the water and the pressure of the atmosphere (about 14.7 psi at sea level).
Absolute Pressure or Total Pressure
480
A measure of the energy in water due to water pressure.
Pressure Head
481
A line (hydraulic profile) indicating the piezometric level of water at all points along a conduit, open channel, or stream. In an open channel, this is the free water surface.
Hydraulic Grade Line (HGL)
481
The energy possessed per unit of weight of a fluid because of its elevation above some reference point (called the "reference datum"). This is also called position head or potential head.
Elevation Head
482
A measurement of the amount of energy in water due to its velocity, or motion.
Velocity Head
482
A line joining the elevation of energy heads; a line drawn above the hydraulic grade line by a distance equivalent to the velocity head of the flowing water at each section along a stream, channel, or conduit.
Energy Grade Line (EGL)
483
The hydrostatic pressure within a pipe.
Internal Pressure
483
Any load placed on the outside of a pipe from backfill, traffic, or other sources.
External Load
484
The potentially damaging slam, bang, or shudder that occurs in a pipe when a sudden change in water velocity (usually as a result of someone too rapidly starting a pump or operating a valve) creating a great increase in water pressure.
Water Hammer
485
A measure of the ability of pipe or other material to resist breakage when it is pulled lengthwise.
Tensile Strength
486
The ability of a material to bend (flex) without breaking.
Flexural Strength
487
The pipeline or aqueduct used for water transmission, i.e., movement of water from the source to the treatment plant and from the plant to the distribution system.
Transmission Line
487
The growth of nodules (tubercles) on the pipe interior, which reduces the inside diameter and increases the pipe roughness.
Tuberculation
488
The network of pipes in a particular facility, such as a water treatment plant, that carry water or wastes for that facility.
In-Plant Piping System
488
Any pipe in the distribution system other than the service line.
Distribution Main
489
The pipe (and all appurtenances) that runs between the utility's water main and the customer's place of use, including fire lines.
Service Line
490
A pipe joint that consists of two machined surfaces that are tightly bolted together with a gasket between them.
Flanged Joint
490
A pipe joint for ductile-iron that uses bolts, flanges, and a special gasket.
Mechanical Joint
491
A pipe joint consisting of a bell with a specially designed recess to accept a rubber ring gasket. The spigot end must have a beveled edge so it will slip into the gasket without catching or tearing it.
Push-On Joint
492
Reinforced concrete placed in compression by highly stressed, closely spaced, helically wound wire. The prestressing permits the concrete to withstand tension forces.
Prestressed Concrete
493
A method of preventing cave-ins that involves excavating the sides of a trench at an angle (the angle of repose) so that the sides will be stable.
Sloping
493
The process by which organic compounds pass through a plastic pipe.
Permeation
494
A framework of wood and/or metal constructed against the walls of a trench to prevent cave-in of the earth walls.
Shoring
494
A method to protect workers against cave-ins through the use of a steel box (trench box), that is open at the top, bottom, and ends. This allows workers to work inside the box while installing water mains.
Shielding
495
A method to protect workers against cave-ins by installing tightly spaced upright planks against each other to form a solid barrier against the faces of the excavation.
Sheeting
496
In tapping, the section of the main that is cut out by the drilling machine.
Coupon
497
(1) A force resulting from water under pressure and motion. (2) In general, any pushing force. This force pushes against fittings, valves, and hydrants; it can cause couplings to leak or pull apart entirely.
Thrust
497
A mass of concrete cast in place between a fitting to be anchored against thrust and the undisturbed soil at the side or bottom of the pipe trench.
Thrust Block
498
A block of concrete, often a roughly shaped cube, cast in place below a fitting to be anchored against vertical thrust, and tied to the fitting with anchor rods.
Thrust Anchor
498
A device for restraining joints that are particularly useful in locations where other existing utilities or structures are so numerous that thrust blocks are precluded.
Restraining Fitting
499
A method of disinfecting new or repaired water mains in which chlorine is continuously added to the water being used to fill the pipe, so that a constant concentration can be maintained.
Continuous Feed Method
499
(1) The operation of refilling an excavation, such as a trench, after a pipeline or other structure has been placed into the excavation. (2) The material used to fill the excavation.
Backfill
500
A method of disinfecting new or repaired water mains in which a high dosage of chlorine is added to a portion of the water used to fill the pipe. This slug of water is allowed to pass through the entire length of pipe being disinfected.
Slug Method
500
A method of disinfecting new or repaired water mains in which calcium hypochlorite tablets are placed in a section of pipe. As the water fills the pipe, the tablets dissolve, producing a chlorine concentration.
Tablet Method
501
A pit-like enclosure that protects water meters installed outside of buildings and allows access for reading the meter.
Meter Box
502
A form of localized corrosion caused by the connection of two dissimilar metals in an electrolyte, such as water.
Galvanic Corrosion
503
A valve used to join a service line to a street water main. This valve cannot be operated from the surface.
Corporation Stop
504
A shutoff valve attached to a water service line from a water main to a customer's premises, usually placed near the customer's property line. It may be operated by a valve key to start or stop flow to the customer's water supply line.
Curb Stop
505
A cylinder placed around the curb stop and extending to the ground surface to allow access to the valve.
Curb Box
506
A connection made to a water main that is full or under pressure.
Wet Tap
506
A connection made to a water main that is empty.
Dry Tap
507
The process of connecting laterals and service lines to water mains and/or other laterals.
Tapping
507
A device attached around a water main to hold the corporation stop. These are used with water mains that have thinner walls to prevent leakage.
Service Saddle
508
A mechanical device installed in a pipeline to control the amount and direction of water flow.
Valve
508
A valve installed in a pipeline to shut off flow in a portion of the pipe, for the purposes of inspection or repair. Such valves are usually installed in the mainlines.
Isolation Valve
509
A valve with a horizontal disc for automatically regulating water pressures in a main to a preset value.
Pressure-Reducing Valve
510
A valve that automatically shuts off water flow when the water flow in an elevated tang reaches a preset elevation, then opens again when the pressure on the system side is less than that on the tank side.
Altitude Valve
511
A valve that opens automatically when the water pressure reaches a preset limit to relieve stress on a pipeline.
Pressure-Relief Valve
512
An air valve placed at a high point in a pipeline to release air automatically, thereby preventing air binding and pressure buildup.
Air-Relief Valve
513
A valve in which the closing element consists of a disc that slides across an opening to stop the flow of water.
Gate Valve
514
A gate valve in which the valve stem does not move up and down as it is rotated.
Nonrising-Stem Valve
515
A gate valve that is designed such that the valve-operating mechanism does not have to lift the weight of the gate to open the valve.
Horizontal Valve
516
A small valve installed in parallel with a larger valve. This is used to equalize the pressure on both sides of the disc of the larger valve before the larger valve is opened.
Bypass Valve
517
A special shutoff valve used with a tapping sleeve.
Tapping Valve
518
A specially designed gate valve used with a sleeve that allows the valve to be placed in an existing main.
Cutting-In Valve
519
A shutoff valve that can be inserted by a special apparatus into a pipeline while the line is in service under pressure.
Insertion Valve
520
A gate valve with a disc that has a resilient material attached to it to allow leak-tight shutoff at high pressure,
Resilient-Seated Valve
521
A valve having a round ball-like shell and horizontal disc.
Globe Valve
521
A gate valve that uses a relatively thin gate or blade that slides up and down in a recess to stop low-pressure flows, where tight shutoff is not important.
Slide Valve
522
A valve that is similar to a globe valve, except that a tapered metal shaft fits into s metal seat when the valve is closed; available only in small sizes and are primarily used for precise throttling of flow.
Needle Valve
523
A dual-function air valve that: (1) permits entrance of air into a pipe being emptied, thus preventing a vacuum. (2) allows air to escape in a pipe being filled or under pressure.
Air-and-Vacuum Relief Valve
524
A valve that is closed by pinching shut an interior liner.
Pinch Valve
525
A valve which the moveable element is a cylindrical or conical plug.
Plug Valve
526
A valve consisting of a ball resting in a cylindrical seat. A hole is bored through the ball to allow water to flow when the valve is open; when the ball is rotated 90 degrees, the valve is closed.
Ball Valve
527
A valve in which a disc rotates on a shaft as the valves opens or closes. In the fully open position, the disc is parallel to the axis of the pipe.
Butterfly Valve
528
A valve designed to open in the direction of normal flow and close with the reversal of flow. An approved valve has substantial construction and suitable materials, is positive in closing permitting no leakage in a direction opposite to normal flow.
Check Valve
529
A device, usually pneumatically or electrically powered, that is used to operate valves.
Actuator
530
A metal, concrete, or composite box or vault set over a valve stem at ground surface to allow access to the stem so that the valve can be opened or closed. A cover for the box is usually provided at the surface to keep out dirt and debris.
Valve Box
531
The rate of flow, usually measured in gallons per minute (gpm) or (L/min), that can be delivered from a water distribution system at a specified residual pressure for fire fighting. When delivery is to fire department pumpers, the specified residual pressure is generally 20 psi (140 kPa).
Fire Flow
532
A hydrant for which the main valve is located in the base. The barrel is only pressurized with water then the main valve is opened and when the main valve is closed, the barrel drains. This type of hydrant is especially appropriate for use in areas where freezing weather occurs.
Dry-Barrel Hydrant
533
A dry-barrel hydrant in which the threaded end of the main rod and the revolving or operating nut are not sealed from the water in the barrel when the main valve of the hydrant is open, and the hydrant is in use.
Wet-Top Hydrant
534
A dry-barrel hydrant in which the threaded end of the main rod and the revolving or operating nut is sealed from the water when the main valve is open, and the hydrant is in use.
Dry-Top Hydrant
535
A two-part, dry-barrel post hydrant with a coupling or other device joining the upper and lower sections. The coupling and barrel are designed to break cleanly when the hydrant is struck by a vehicle, preventing water loss and allowing easy repair.
Breakaway Hydrant
536
A fire hydrant with no main valve. Under normal, nonemergency conditions, the barrel is full and pressurized (as long as the lateral piping to the hydrant is under pressure and the gate valve ahead of the hydrant is open). Each outlet has an independent valve that controls the discharge from that outlet. This type of hydrant is mainly used in areas where the temperatures do not drop below freezing because this hydrant has no drain mechanism.
Wet-Barrel Hydrant
537
A fire hydrant with a two-piece barrel that has the main valve located at ground level.
Warm-Climate Hydrant
538
A fire hydrant with the entire barrel and head below ground elevation. The head, with operating nut and outlet nozzles, are encased in a box with a cover that is flush with the ground line. This is usually a dry-barrel hydrant.
Flush Hydrant
539
The upper part of the main hydrant assembly, including the outlet nozzles and outlet-nozzle caps. This component is usually constructed out of gray cast iron. Also known as the nozzle section or head.
Upper Section
540
A nut, usually pentagonal or square, that is rotated with a wrench to open or close a valve or hydrant valve. This may be a single component or it may be combined with a weather shield.
Operating Nut
541
The top cover or closure on the hydrant upper section. It is removeable for the purposes of repairing or replacing the internal parts of the hydrant.
Bonnet
542
A threaded bronze outlet on the upper section of a fire hydrant, providing a point of hookup for hose lines or suction hose from the hydrant to a pumper truck.
Outlet Nozzle
543
The part of a dry-barrel hydrant that includes the lower barrel, the main valve assembly, and the base.
Lower Section
544
The section of the a hydrant that carries the water flow between the base and upper section. This component is usually buried in the ground with the connection to the upper section protruding approximately 2 in. (50 mm) above the ground line.
Lower Barrel
545
In a dry-barrel hydrant, this is the valve in the hydrant's base that is used to pressurize the hydrant barrel, allowing water to flow from any open outlet nozzle.
Main Valve
546
The inlet structure of a fire hydrant. An elbow shaped piece that is usually constructed as a grey cast-iron casting. Also known as the shoe, inlet, elbow, or foot piece.
Base
547
The practice of dropping a weighted string down the barrel of a hydrant to check if the barrel is fully drained.
Stringing (Hydrants)
548
A nut, used in dry-barrel hydrants, that is screwed on the threaded section of the main rod. It bottoms at the base of the packing plate, or revolving nut, and terminates downward travel (opening) of the hydrant valve.
Travel-Stop Nut
549
In any distribution system, storage of water in a tank supported on a tower above the surface of the ground.
Elevated Storage
550
The required fire flow and the duration for which it is needed, usually expressed in gallons (or liters) per minute for a certain number of hours. Also used to denote the total quantity of water needed to deliver the required fire flow for a specific number of hours.
Fire Demand
551
A system using an airtight tank in which air is compressed over water (separated by a flexible diaphragm). The air imparts pressure to the water in the tank and the attached distribution pipelines.
Hydropneumatic System
552
The vertical supply pipe to an elevated tank.
Riser
553
An electrical system for preventing corrosion to metals, particularly metallic pipe and tanks.
Cathodic Protection
554
The study of the combined effects of electricity and magnetism.
Electromagnetics
555
A state in which electrons have accumulated but are not flowing from one position to another.
Static Electricity
556
Current that flows continuously in one direction.
Direct Current (DC)
557
Electrical current that reverses its direction in a periodic manner.
Alternating Current (AC)
558
Instruments required to operate the monitoring system by obtaining information relating to water flow, pressure, level, and temperature.
Primary Instrumentation
559
A level-sensing device that forces a constant volume of air into the liquid for which the level is being measured.
Bubbler Tube
559
A sensor, made of two dissimilar metals, that measures temperature.
Thermocouple
560
(1) A measure of electrical potential (electrical pressure), measured in volts. -One volt will send a current of 1 ampere through a resistance of 1 ohm. (2) In telemetry, a signal which the electromotive force (measured in volts) varies as the parameter being measured varies.
Voltage
560
A semiconductor type of sensor that measures temperature.
Thermistor
561
(1) The flow rate of electricity, measured in amperes. (2) In telemetry, a signal whose amperage varies as the parameter being measured varies.
Current
562
A characteristic on an electrical circuit that tends to restrict the flow of current, similar to friction in a pipeline. This characteristic is measured in ohms.
Resistance
563
A measure of the amount of work done per unit of time by an electrical circuit, expressed in watts.
Power
564
An instrument for measuring real power in watts, stated as kilowatt-hours (kW-h).
Wattmeter
564
An electrical measuring device, consisting of an indicator needle attached to a coil of wire, placed within a field of permanent magnetism. The needle moves when an electric current is passed through the coil.
D'Arsonval Meter
565
Instruments that display information provided by sensors.
Secondary Instrumentation
566
(1) The part of a meter that converts the signal from the sensor into a form that can be read by the operator; also called the receiver-indicator. (2) In a telemetry system, the device that converts the signal from the transmission channel into a form that the indicator can respond to.
Receiver
566
The part of the instrument that displays the information about a system being monitored. Generally, either an analog or digital display.
Indicator
567
The receiving device in a digital telemetry system.
Control Terminal Unit (CTU)
567
A computer terminal used to monitor the status of control elements, monitor and transmit inputs from instruments, and respond to data requests and commands from the master station.
Remote Terminal Unit (RTU)
567
A system of sending data over long distances, consisting of a transmitter, a transmission channel, and a reciever.
Telemetry
568
The use of a single wire or channel to carry the information for several instruments or controls.
Multiplexing
569
A method of sending several signals simultaneously over a single channel.
Tone-Frequency Multiplexing
570
A techniques of checking the value of each of several instruments, one after another.
Scanning
570
A technique of monitoring several instruments over a single communications channel with a receiver the periodically asks each instrument to send current status.
Polling
571
Capable of sending and receiving data at the same time.
Full Duplex
571
A means by which an operator sends control signals back to the site of a transmitting sensor using a single transmission line.
Duplexing
572
Capable of sending or receiving data, but not at the same time.
Half Duplex
572
Related to a telemetry or data transmission that can move data through a single channel inly in one direction.
Simplex
573
A type of system control in which personnel manually operate the switches and levers to control equipment from the physical location of the equipment.
Manual Control
574
A means of controlling equipment in a variety of ways.
Control System
575
A system in which personnel in a central location manually control equipment at a distant site.
Remote Manual Control
576
A mode of controlling equipment in which the equipment is turned fully on when a measured parameter reaches a preset value, then turned fully off when it returns to another preset value.
On - Off Differential Control
576
A system in which many equipment control actions happen automatically, but some situations require human intervention.
Semiautomatic Control
577
A mode of automatic control in which a valve or motor is activated slightly to respond to small variations in the system, but activated at a greater rate to respond to larger variations.
Proportional Control
578
A control system that measures a variable and adjusts the equipment proportionally.
Feed Forward Proportional Control
579
A form of computerized control that automatically adjusts for changing conditions to produce the correct output, so that operator intervention may be minimized.
Closed-Loop Control
580
A methodology of involving equipment that both, acquires data on an operation and provides limited to total control of equipment in response to data.
Supervisory Control and Data Acquisition (SCADA)
581
Alternating current (AC) power in which the current flow reaches a peak in each direction only once per cycle.
Single-Phase
582
The most common type of induction electric motor. The rotor consists of a series of aluminum or copper bars parallel to the shaft, resembling a squirrel cage.
Squirrel-Cage Induction Motor
583
Alternating current (AC) power in which the current flow reaches three peaks in each direction, during each cycle.
Three-Phase
584
The stationary member of an electric generator or motor.
Stator
585
An electric motor in which the rotor turns at the same speed as the rotating magnetic field produced by the stator. This type of motor has no slip.
Synchronous Motor
586
A type of electric motor, similar to a squirrel-cage induction motor, but easier to start and capable of variable-speed operation.
Wound-Rotor Induction Motor
586
A device that is part of the rotor of certain designs of motors and generators. The motor unit's brushes rub against the surface of the spinning communicator, allowing current to be transferred between the rotor and the external circuits.
Communicator
587
A motor-control device that uses a small push-button switch to activate a control relay, which sends electrical current to the motor.
Starter
587
`An electric controller that uses less than the line voltage to start the motor. Used when full line voltage may overload or damage the electrical system.
Reduced-Voltage Controller
588
The rotating set of vanes that forces water through a pump.
Impeller
589
The general class of pumps that uses a rapidly turning impeller to impart kinetic energy or velocity to fluids. The pump casing then converts this velocity head in part, to pressure head.
Velocity Pump
590
A pump consisting of an impeller on a rotating shaft, enclosed by a casing that has suction and discharge connections. The spinning impeller throws water outward at a high velocity, and throws water outward at a high velocity, and the casing shape converts this high velocity into high pressure.
Centrifugal Pump
591
(1) A centrifugal pump in which fixed guide vanes (diffusers) partially convert the velocity energy of water into pressure head as the water leaves the impeller. (2) A regenerative turbine pump.
Turbine Pump
592
A centrifugal pump, commonly of the multistage diffuser type, in which the pump shaft is mounted vertically.
Vertical Turbine Pump
592
(1) In a pump, the percentage of water taken into the suction end that is not discharged because of clearances in the moving unit. (2) In a motor, the difference between the speed of the rotating magnetic field produced by the stator and the speed of the rotor.
Slip
593
A type of positive displacement pump consisting of a closed cylinder containing a piston or plunger to draw liquid through an inlet valve and force it out through an outlet valve. When the piston acts on the liquid in one end of the cylinder, the pump is termed to be single-action; when the piston acts in both ends, the pump is termed double-action.
Reciprocating Pump
593
A type of positive displacement pump consisting of elements resembling gears that rotate in a close-fitting pump case. The rotation of these elements draws in and discharges water being pumped. Such pumps act with neither nor discharge valves, operate at almost any speed, and do not depend on centrifugal forces to lift water.
Rotary Pump
594
A check valve placed in the bottom of the suction pipe of a pump, which opens to allow water to enter the suction pipe, but closes to prevent water from passing out of it at the bottom end.
Foot Valve
595
A condition that can occur when pumps are run too fast or water is forced to change direction too quickly. During this condition, a partial vacuum forms near the pipe wall or impeller blade, causing potentially rapid pitting of the metal.
Cavitation
596
A sensor for measuring the rotational speed of a shaft.
Tachometer Generator
597
A centrifugal pump in which the water only enters from one side of the impeller.
Single-Suction Pump
597
A centrifugal pump in which water enters from both sides of the impeller.
Double-Suction Pump
598
Rings made of brass or bronze placed on the impeller and/or casing of a centrifugal pump to control the amount of water that is allowed to leak from the discharge to the suction side of the pump.
Wear Rings
599
(1) The bearing-supported rod in a pump, turned by a motor, on which the impeller is mounted. (2) The portion of a butterfly valve that is attached to the disc and a valve actuator; this opens and closes the disc as the actuator is operated.
Shaft
600
Rings of graphite-impregnated cotton, flax, or synthetic materials, used to control leakage along a valve stem or a pump shaft.
Packing
601
A perforated ring placed around a pump shaft in the stuffing box. Water from the pump discharge is piped to this ring so that it will form a liquid seal around the shaft and lubricate the packing.
Lantern Ring
602
A seal placed on the pump shaft to prevent water from leaking from the pump along the shaft. This also prevents air from entering the pump. These are an alternate to backing rings.
Mechanical Seals
603
Antifriction device used to support and guide pump and motor shafts.
Bearing
604
A device that connects the pump shaft to the motor shaft.
Coupling
605
A device installed in a pipe under pressure for measuring and registering the quantity of water passing through.
Water Meter
606
A type of meter consisting of a measuring chamber of known size that measures the volume of water flowing through it by means of a piston or a disc.
Positive-Displacement Meter
607
A type of positive displacement meter that uses a hard rubber disc that wobbles (rotates) in proportion to the volume of water flowing through the meter.
Nutating-Disc Meter
608
A water meter consisting of two single meters of different capacities and a regulating valve that automatically diverts all or part of the flow rate and shift the flow to the meter that can most accurately measure it.
Compound Meter
609
A device for determining flow rate by measuring the velocity of moving water. Turbine meters, propeller meters, and multijet meters are common types. Compare with positive displacement meter.
Current Meter
610
A meter that measures daily flow but allows emergency flow to bypass the meter. This meter consists of a weight-loaded check valve in the main line that remains closed under normal usage and a bypass around the valve containing a positive displacement meter.
Detector-Check Meter
611
A meter that measures flow rates by measuring the speed at which a turbine spins in water, indicating the velocity at which the water is moving through a conduit of known cross-sectional area.
Turbine Meter
612
A type of current meter in which a vertically mounted turbine wheel is spun by jets of water from several ports around the wheel.
Multijet Meter
613
A meter that measures flow rate by measuring the speed at which a propeller spins as an indication of the velocity at which the water is moving through a conduit of a known cross-sectional area.
Propeller Meter
614
Any flowmeter that that diverts a small portion of the main flow and measures the flow rate of that portion as an indication of the rate of the main flow. The rate of the diverted flow is proportional to the rate of the main flow.
Proportional Meter
615
A pressure-differential meter used for measuring flow of water or other fluids through closed conduits or pipes consisting of a Venturi tube and a flow registering device. The difference in velocity head between the entrance and contracted throat of the tube is an indication of rate of flow.
Venturi Meter
616
A type of flowmeter consisting of a section of pipe blocked by a disc pierced with a small hole or orifice. The entire flow passes through the orifice, creating a pressure drop proportional to the flow rate.
Orifice Meter
617
A flow-measuring device in which the movement of water induces an electrical current proportional to the rate of flow.
Magnetic Meter
618
A meter that utilizes sound-generating and -receiving sensors (transducers) attached to the sides of the pipe.
Ultrasonic Meter
619
The water treatment process that kills disease-causing organisms in water, usually by the addition of chlorine.
Disinfection
620
The product of the residual disinfectant concentration C, in milligrams per liter, and the corresponding disinfectant contact time T, in minutes. Minimum values are specified by the Surface Water Treatment Rule as a means of ensuring adequate kill or inactivation of pathogenic microorganisms in water.
C x T Value
621
the process of disinfecting water through the controlled use of chlorine; usually accomplished by adding gaseous chlorine, liquid sodium hypochlorite, or solid calcium hypochlorite.
Chlorination
622
The amount of chlorine that will combine with organic and inorganic materials to form chlorine compounds when added to water; once the demand has been satisfied, additional chlorine will not combine with the organic and inorganic materials.
Chlorine Demand
623
The total of all chlorine compounds with disinfecting properties, plus any remaining uncombined chlorine.
Chlorine Residual
624
The point at which the chlorine dosage has satisfied the chlorine demand.
Breakpoint
625
A container that holds 150 lb (69 kg) of chlorine and has a total filled weight of 250-285 lb (110-130 kg).
Chlorine Cylinder
626
A reusable, welded tank that holds 2,000 lb (910 kg) of chlorine. These weigh about 3,000 lb (1,700 kg) when full and are generally 30 in. (0.76 m) in diameter and 80 in. (2.03 m) long.
Ton Container
627
Any device that is used to add chlorine to the water.
Chlorinator
628
The portion of the chlorination system that feeds the chlorine solution into a pipe under pressure.
Injector
629
(1) A section of perforated pipe or porous plates used to inject a gas, such as carbon dioxide or air, under pressure into water. (2) A type of pump.
Diffuser
630
A heating device used to convert liquid chlorine to chlorine gas.
Chlorine Evaporator
631
Chlorination using solutions of calcium and sodium hypochlorite.
Hypochlorination
632
A study using a substance that can be readily identified in water (such as dye) to determine the distribution and rate of flow in a basin, pipe, or channel.
Tracer Study
633
A single water sample collected at one time from a single point.
Grab Sample
634
The oxygen dissolved in water, wastewater, or other liquid, usually expressed in milligrams per liter, parts per million, or percent of saturation.
Dissolved Oxygen (DO)
635
A series of individual grab samples taken at different times from the same sampling point and mixed together.
Composite Sample
636
A collected sample that accurately reflects the composition of the water to be tested.
Representative Sample
637
A written record of a sample's history from time of collection to the time of analysis and subsequent disposal.
Chain of Custody
638
A hydraulic condition, caused by the difference in pressures, in which nonpotable water or other fluids flow into a potable water system.
Backflow
639
A condition in which a pump, boiler, or other equipment produces a pressure greater than the water supply pressure.
Backpressure
640
A condition in which the pressure in the distribution system is less than atmospheric pressure, which allows contamination to enter a water system through a cross-connection.
Backsiphonage
641
Any arrangement of pipes, fittings, or devices that connects a nonpotable system to a potable water system.
Cross-Connection
642
Any arrangement of pipes, fittings, or devices that connects a potable water supply directly to a nonpotable source at all times.
Actual Cross-Connection
643
Any arrangement of pipes, fittings, or devices that indirectly connects a potable water supply to a nonpotable source. This connection may not be present at all times, but is always there potentially.
Potential Cross-Connection
644
In plumbing, the unobstructed vertical distance through the free atmosphere between: (1) the lowest opening from any pipe or outlet supplying water to a tanks, plumbing fixture, or other container. (2) and the overflow rim of that container.
Air Gap
645
A mechanical device consisting of two independently operated, spring-loaded check valves with a reduced-pressure zone between the check valves. This device is designed to protect against backpressure and backsiphonage.
Reduced Pressure Zone Backflow Preventer (RPZ)
646
A mechanical device designed basically the same way as the reduced pressure zone backflow preventer (RPZ), but without a relief valve.
Double Check Valve Backflow Preventer
647
A mechanical device that allows air into the piping system, thereby preventing backflow that could otherwise be caused by the siphoning action created by a partial vacuum.
Vacuum Breaker
648
A mechanical device consisting of a float check valve and an air inlet port designed to prevent backsiphonage.
Atmospheric Vacuum Breaker
649
A device designed to prevent backsiphonage, consisting of two independently operating, spring-loaded check valves and an independently operating, spring loaded air-inlet valve.
Pressure Vacuum Breaker
650
A map that provides a detailed picture of a portion (section) of the distribution system. It reveals the locations and valving of existing mains, locations of fire hydrants, and locations of active service lines.
Sectional Map
651
A map showing street names, mains, main sizes, numbered valves, and numbered hydrants for the plat-and-list method of setting up valve maps.
Plat
652
A mapped record that pinpoints the location of valves throughout the distribution system; generally of the plat-and-list method or intersection type.
Valve-and-Hydrant Map
653
A method of preparing valve-and-hydrant maps. Plat is the map position, showing mains, valves, and hydrants. List is the text portion, which provides the appropriate information for items on the plat.
Plat-and-List Method
654
Engineering drawings showing the depth of pipe, pipe location (both horizontal and vertical displacements), and the distance from a reference point.
Plan and Profile Drawings
655
A computerized system for collecting, storing, and analyzing water system components for which geographic location is an important characteristic.
Automated Mapping/Facility Management/Geographic Information System (AM/FM/GIS)
656
A space defined by the Occupational Safety and Health Administration (OSHA) as having one or more of the following characteristics: Contains, or has the potential to contain, a hazardous atmosphere; contains a material that has the potential for engulfing an entrant; has an internal configuration such that an entrant could be trapped or asphyxiated by inwardly converging walls or by a floor that slopes downward and tapers to a small cross-section; and/or contains any other recognized serious safety or health hazard.
Permit-Required Space
657
A space defined by the Occupational Safety and Health Administration (OSHA) as not having any of the risks associated with a permit-required space.
Nonpermit-Required Space
658
The methods and activities employed to promote a favorable relationship with the public.
Public Relations
659
A US government agency responsible for implementing federal laws designed to protect the environment. Congress has delegated implementation of the Safe Water Drinking Act to this agency.
US Environmental Protection Agency (USEPA)
660
Nonenforceable health-based goals published along with the promulgation of an MCL. These were originally called Recommended Maximum Contaminant Levels (RMCLs).
Maximum Contaminant Level Goal (MCLG)
661
The maximum permissible level of a contaminant in water as specified in the regulations of the Safe Drinking Water Act.
Maximum Contaminant Level (MCL)
662
New chemical compounds that are formed by the reaction of disinfectants with organic compounds in water. At high concentrations, many of these are considered a danger to human health.
Disinfection By-Products (DBPs)
663
The average of four quarterly samples at each monitoring location to ensure compliance with the Stage 2 DBPR.
Running Annual Average (RAA)
664
The surface of the water that is contact with the atmosphere.
Free Water Surface
665
An imaginary surface that coincides with the level of water in an aquifer, or the level to which water in a system would rise in a piezometer.
Piezometric Surface
666
An instrument for measuring pressure head in a conduit, tank, or soil, by determining the location of the free water surface.
Piezometer
667
668
668
669
670
671
672
672
672
673
674
674