| Accuracy |
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| Aeration |
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| Aerobic |
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| Age of Microbes |
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| Ammonia (NH4OH) to Nitrate (NO3) |
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| Anaerobic |
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| Bacteria - Types |
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| Bar Screen |
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| Belt Press |
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| Bioassays |
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| BOD |
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| Centrifugal Separation |
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| Chemical Oxygen Demand |
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| Chloramines |
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| Chlorination |
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| Chlorine Dioxide |
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| Clarifier |
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| COD |
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| Coliforms |
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| Color |
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| Comminutor |
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| Dechlorination |
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| Density |
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| Detention Time |
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| Digester |
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| Dilution |
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| Dilution Rates |
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| Disease |
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| Disinfection |
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| Dissolved |
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| Diversion Basin |
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| DO (Dissolved Oxygen) |
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| DO - Controlling |
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| DO - Measuring |
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| Drying Bed |
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| Economics |
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| Efficiency |
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| Efficiency - Measuring |
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| Efficiency - Relationship to Energy and Power |
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| Effluent |
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| Electrolyte |
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| Energy |
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| Extended Aeration Plants |
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| F/M |
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| Facultative |
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| Feasibility |
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| Feed Rate |
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| Fixed Media Filters |
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| Flammables |
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| Food to Microorganism Ratio |
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| Food/Substrate |
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| Grease |
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Grease in sewage plants is a major cause of foaming by actinomycetes organisms. Past problems have led to the installation of grease traps in sinks.
| Grinding Pump |
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"Grinding pump" is another name for a comminutor. See more under "Comminutor".
| Grit |
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Grit is the heaviest material in wastewater and includes substances such as sand, coffee grounds, eggshells, gravel, and cinders. Grit cannot be broken down by biological processes and would cause a great deal of wear and tear on a treatment facility, so it is removed in the grit chamber and hauled to a landfill.
| Grit Chamber |
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The grit chamber follows the bar screen in a typical treatment plant. The grit chamber removes grit from the wastewater.
| Hydraulic Loading |
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| Hypochlorite |
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| Identifying Microbes & Optimum Conditions |
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Every organism has conditions conducive to growth and replication. Identifying the organism and determining those conditions are an integral part in maintaining the health of a treatment facility.
| Kinetics of Growth |
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Kinetics of growth refers to optimizing all conditions with respect to the reproduction and growth curve of the range of organisms that perform the treatment process in a wastewater treatment facility.
| Measurement |
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| Mixed Liquor |
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| MLSS |
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Mixed Liquor Suspended Solids (MLSS) are the amount of total suspended solid material (organic and inorganic) in the mixed liquor sample taken from the oxidation ditch or treatment basin. Results are found by filtering the mixed liquor through a glass filter and drying the residue in a 105*C oven. The weight of the filter must be known before the sample is filtered. The difference between the dried weight of the sample plus filter and the dry filter is the weight of the total suspended solid.
| MLVSS |
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Mixed Liquor Volatile Suspended Solids (MLVSS) are the amount of
organic material suspended in the mixed liquor sample taken from the oxidation
ditch or treatment basin. Results are found by filtering the mixed
liquor through a glass filter and drying the residue in a 105° C oven.
The weight of the filter and the suspended solids must be known before
the sample is placed in a 500° + 50°C muffle furnace and ignited.
The difference between the dried weights is the weight of the organic
matter.
| Moisture |
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Condensed or diffused liquid, especially water: moisture in the
air.
| NH4OH |
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Ammonia (NH4OH) is a major component of urine, cleaning
agents, and decaying matter. In higher organisms such as animals
and humans, ammonia is produced as a waste product during protein reduction.
Wastewater treatment facilities monitor ammonia levels in the effluent
and are subject to restrictions under various regulatory agencies.
Treatment methods such as oxidation ditches, rotating biological contactors,
and trickling filters are especially efficient at converting ammonia
into nitrates through the use of older microorganisms.
| Nocardia (Bad, bad Leroy Brown) |
More...
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Nocardia is a bacterium commonly found in water and wastewater,
which degrades hydrocarbons (fats) and other complex chained compounds.
Nocardia is a gram positive filamentous actinomycetes that has branching
filaments. Nocardia are a major cause of foaming in activated sludge
plants.
| NPDES |
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| Organic Loading |
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| OSHA |
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Occupational Safety and Health
Administration. The division of the Department
of Labor that sets and enforces occupational health and safety rules.
| O.U.R. |
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The Oxygen Uptake Rate (O.U.R.) is the rate at which oxygen is consumed by living organisms in the water. The O.U.R. of the sludge from the digester is tested to evaluate the condition of the microbes. The O.U.R. is evaluated by measuring the change in oxygen level over a period of defined time.
| Overview of Sewage Treatment |
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Typical treatment of sewage in a treatment plant includes a bar screen, grit chamber, comminutor, aerator, clarifier, and disinfection.
| Oxidation Ditch |
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An oxidation ditch is a wastewater treatment process that employs free-swimming microbes with forced aeration and activated return sludge to remove BOD and ammonia.
| Oxygen Cycle |
Oxygen is cycled through the environment, both in the air and in the water.
| Ozone |
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| Packaged Plant |
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A package plant is particular method of sewage treatment, which involves the use of return activated sludge that is able to reduce BOD in a matter of hours. Package plants are usually used for small communities and not do use forced air like an extended aeration plant. Packaged plants are very economical to operate, but produce a large amount of sludge and have poor ammonia removal.
| pH |
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pH is a measure of a weak acid or base. Strong acids or bases are measured in %, normal or molal. The pH scale most closely resembles the variance found in nature.
| Piping |
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Piping allows conveyance of a fluid from one point to another.
| Ponds |
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Ponds can be used to provide primary, secondary, or tertiary sewage treatment. Ponds have both advantages and disadvantages compared to packaged plants.
| Ponds - Requirements |
More...
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A sewage pond and surrounding area must be planned in
such a way that the human and natural environments surrounding the pond
are not damaged.
| Ponds - Types |
More...
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| Power |
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| PPM |
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PPM is the abbreviation for parts per million. A part per million is equal to a milligrams per liter. Parts per million refers to a ratio of weights. For example, one part per million is one pound in a million pounds, one ounce in a million ounces, one gram in a million grams, etc. In water treatment, one part per million is 8.34 pounds in a million gallons in that one gallon weighs 8.34 pounds.
| Precipitation |
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| Precision |
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Precision refers to the consistency in grouping of results in measurement.
| Pretreatment |
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Pretreatment is the beginning of the wastewater treatment process.
It usually includes screening and shredding the sewage.
| Primary Treatment |
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| Pumps |
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Pumps are mechanical devices that change pressure at a given flow. Pumps are most efficient at only one pressure and flow and are rated accordingly.
| RAS |
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See "Sludge - Returned Activated."
| RBC |
A Rotating Biological Contactor (RBC) is a wastewater treatment device that uses a large rotating disk to provide a contact media for fixed microbial growth.
| Recirculation |
More...
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| Regulations |
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Standards and procedures set by the administrative branch of the government to enforce laws and treaties that protect the environment. For example, the Environmental Protection Agency and the Clean Water Act establishes limits on pollution from private and public sources.
| Roots Blowers |
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A Roots blower is a positive air blower, which was first designed
in 1859, based on the forward motion of fixed quantities of air from
an intake, through the housing, and expulsion through an outlet.
Roots blowers are used in pneumatic conveying systems to handle dry bulk
materials such as grain or cement. In sewage treatment plants, centrifugal
blowers are replacing roots blowers.
| Rotating Biological Contactor |
More...
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See "RBC."
| Saturated |
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| SBR |
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A Sequencing Batch Reactor (SBR) is a wastewater treatment technique consisting of an activated sludge system which operates sequentially in time rather than space. In other words, the steps in the process take place one after another in the same tank. Usually a multiple tank system is used, thus allowing the incoming flow to be switched to the empty tank while the other is in operation. In order to keep microorganisms to treat the influent, a SBR is never completely emptied and retains a portion of the settled solids to provide starter microorganisms for the next batch.
| Secondary Treatment | More.... |
| Sedimentation Chamber | More.... |
A sedimentation chamber is any container in which the velocity is
slowed to allow settling to occur. Sedimentation results anytime flow
is reduced by restriction of velocity or a change in aeration.
| Seeding |
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Seeding is the process of inoculating the influent with microorganisms for removal of contaminants.
| Separator |
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A separator is similar to a clarifier. See more under "Clarifier."
| Septic |
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Septic pertains to anaerobic conditions and usually refers to septic
tanks or holding areas where free oxygen is unavailable and anaerobic
bacteria consume BOD and give off hydrogen sulfide gas and methane.
In some collection systems, sewage in held in the lines for a long period
of time and pre-aeration is required to strip the influent of toxic volatile
gases caused by the anaerobic conditions.
| Septic Tank |
More...
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A septic tank is used to detain domestic waters to allow the settling
of solids prior to distribution to a leech field for soil absorption.
Septic tanks treat sewage by anaerobic means and are installed primarily
for private homes and housing tracts. Septic tanks have a normal
pH of about 7.
| Settling |
More...
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Settling is the process of causing to sink, become compact, or come
to rest. In wastewater treatment, settling refers to causing a
liquid to become clear by forming sediments.
| Sewage |
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Sewage is used household water and water-carried solids. Also known as "wastewater.
| Sludge |
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Sludge is a semisolid material produced during wastewater treatment processes. Sludge consists of mostly of dead microorganisms and inorganic matter.
| Sludge - Calculations |
More...
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It is necessary to calculate the amount of Returned Activated Sludge and Wasted Sludge.
| Sludge Disposal |
More...
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Sludge disposal refers to the removal and discarding of spent (digested) sludge. The sludge is dried of excess water before being land applied or incinerated.
| Sludge Lift |
More...
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Sludge lift refers to an air operated chamber that lifts the sludge inside a tube and causes the sludge to flow to the front of a package plant.
| Sludge - Returned Activated |
More...
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Some sludge is activated and returned to the aeration basin to digest organic matter in the sewage.
| Soil Characteristics |
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| Solubility |
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| Special Problems |
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Special problems refer to potential for disease, odor, poor quality effluent, power loss, employee discord, equipment failure, and many other unanticipated problems.
| Specific Gravity |
More...
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| Stress |
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Stress in wastewater treatment refers to the conditioning of microorganisms to produce the most efficient BOD removal possible. Microorganisms are stressed by withholding food (BOD) for a period of not longer than ten days.
| Sulphur Dioxode |
More...
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| Supernatant |
More...
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Supernatant (overflow) refers to the clear fluid that is removed from the top of tanks and ponds, which has separated from solids during settling.
| Supersaturated |
More...
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| Surface Area |
More...
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The ratio between surface area and mass determines how quickly oxygen will diffuse from air into water and determines how well bacteria can take up oxygen out of water.
| Suspended |
More...
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| Suspension by Air |
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Settling can be accelerated by use of air in a grit chamber and increased by the reduction of air in a clarifier.
| Suspension - Velocity of Water |
More...
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Suspension velocity is the aggregation of particulate material in a two-step sequential process.
| SVI |
More...
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(Sludge Volume Index) Sample of sludge solution from the aeration basin.
Watch and view it settling over time (usually 15-20 minutes). Volume
decrease of sludge is what is looked at.
| Temperature |
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Temperature is a measure of average random energy.
| Tertiary Treatment |
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Tertiary treatment is an optional step in the wastewater treatment process, following secondary treatment. It reduces the nutrient content of wastewater to prevent algae blooms in the body of water into which the effluent will be released.
| Total Flow |
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| Toxicity Testing |
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Toxicity testing involves the study of chemical agents that cause diminished health and death in organisms. The only valid tests to prove toxicity are conducted on living specimens. In testing water quality, fat head minnows and clams are most widely used to determine toxicity levels of various components.
| Toxins |
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Toxins are any of a variety of unstable, poisonous compounds produced by some microorganisms that cause certain diseases or physical reactions.
| Trickling Filter |
More...
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Trickling filters are a type of fixed media filter.
| TSS |
More...
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| Ultraviolet (UV) Light |
More...
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| Valves |
More...
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Valves are mechanical devices that allow or impede the movement of a liquid
or a gas.
| Vector |
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| Washout |
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| Wastewater |
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Wastewater is a community's used water and water-carried solids. This can include storm water and sewage.
| Wet Well |
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A wet well is a compartment or tank in which wastewater is collected.