Wastewater Miscellaneous Concepts

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A comprehensive set of vocabulary flashcards covering wastewater treatment processes, laboratory standards, safety protocols, and chemical properties based on lecture notes.

Last updated 10:41 PM on 5/23/26
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68 Terms

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OSHA

Occupational Safety and Health Administration

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Lockout

The process of blocking hazardous energy using locks.

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Group lockout device

A gang lock that often has space for six locks.

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Proteins

Also referred to as Amino acids.

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Volatile

A substance that easily evaporates or turns into a gas and can be burned off at high temperatures.

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pH Sample Collection Requirements

Use polyethylene, fluoropolymer, or glass containers; analyze within 1515 minutes; cool composite samples to < 6oC6^\text{o}C.

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pH buffer storage

Should be stored at room temperature.

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Mixing tools for pH testing

A stir plate and stir bar used to mix the solution during the test.

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pH reporting requirements

Report to the nearest 0.10.1 unit; results cannot be averaged unless using the "log" button.

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Confined Space Criteria

  1. Large enough to enter and work; 2. Limited or restricted entry/exit; 3. Not designed for continuous occupancy.

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Cubic foot to Gallons conversion

11 cubic foot is equal to 7.487.48 Gallons.

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Gallon of water to pounds conversion

11 Gallon is equal to 8.348.34 lb of water.

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Analytical balance

A high-precision scale used to measure very small masses.

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Desiccator

A sealed container used to keep moisture away from samples.

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BOD5 sample incubation

Incubated for 55 days at 20oC20^\text{o}C.

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CBOD5 removal in primary clarifier

Typically ranges from 2530%25-30\%.

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Aliquot

A little amount of a larger sample.

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Adsorption

The process of sticking to the surface.

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Absorption

The process of soaking it in.

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Wet scrubber odor control chemical

Sodium hydroxide, typically used at the headworks of a plant.

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Grit channel velocity

Target is 1.0ft/sec1.0\,ft/sec; acceptable range is 0.81.2ft/sec0.8-1.2\,ft/sec. If too slow (>1.2ft/sec> 1.2\,ft/sec in terms of negative performance), grit stays in flow and wears out pumps.

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Particulate

Tiny solid particles suspended in water (measured as TSS) that cause turbidity and can be settled or filtered out.

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Soluble

Substances completely dissolved in water at the molecular level, such as sugar, Ammonia (NH3NH_3), Nitrate (NO3NO_3^-), or dissolved oxygen.

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Gould sludge age (GSA)

A way to estimate how long the microorganisms (biomass) stay in an activated sludge system.

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Plug Flow

A flow pattern moving in one direction with little back-mixing in a long, narrow tank, featuring high BOD at the front and low BOD at the end.

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Complete Mix

A process where wastewater is instantly and uniformly mixed throughout the tank, maintaining uniform BOD, DO, and MLSS everywhere.

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Step Feed

A modification of plug flow where influent is added at multiple points along the aeration tank to spread BOD and oxygen demand.

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Contact Stabilization

A two-stage activated sludge process using a short-term contact tank for adsorption and a longer-term stabilization tank for digestion.

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Supernatant

Liquid removed from a digester between the upper scum layer and the lower sludge blanket.

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Typical wastewater solids content

Approximately 0.1%0.1\%.

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Manual bar screen angle

3030 degrees.

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Mechanical bar screen angle

456045 - 60 degrees.

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Ideal screen channel velocity

1.02.0ft/s1.0 - 2.0\,ft/s.

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The 2:1 rule (BOD test)

A valid test requires at least 2.0mg/L2.0\,mg/L oxygen depletion and at least 1.0mg/L1.0\,mg/L remaining.

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Bacteria activity doubling rate

Activity doubles every 18oF18^\text{o}F (or 10oC10^\text{o}C).

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Primary clarifier: Surface Overflow Rate (SOR)

Typical range of 6001,200gpd/ft2600-1,200\,gpd/ft^2; controls how fast water rises.

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Primary clarifier: Detention Time

1.52.51.5-2.5 hours; ensures solids settle without becoming septic.

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Primary clarifier: Weir Loading Rate (WLR)

10,00020,000gpd/ft10,000-20,000\,gpd/ft; flow per length of weir to prevent short-circuiting.

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Primary clarifier removal efficiency

Removes 2540%25-40\% of BOD and 5070%50-70\% of TSS.

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Glucose glutamic acid (GGA)

A repeatable food source used to check BOD test accuracy; benchmark result is 198±30.5mg/L198 \pm 30.5\,mg/L.

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Methane formula

CH4CH_4.

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Float

The top blanket of sludge in a Dissolved Air Flotation (DAF) unit.

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TSS Drying Oven Temperature

103103 to 105oC105^\text{o}C.

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Muffle Furnace Temperature

550oC550^\text{o}C for the volatile solids test.

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Aerobic digester D.O. level

Acceptable range is 0.50.5 to 1.5mg/L1.5\,mg/L.

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Methane density

Lighter than air; it will rise.

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Polymer charges

Cationic (positive), anionic (negative), and non-ionic (neutral); wastewater sludge usually requires cationic polymers.

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Centrifuge

A process using high speed spinning (G force) to separate water from sludge slurry.

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Denitrification oxygen credit

2.8lbs2.8\,lbs of oxygen is supplied back to the MLSS for each pound of nitrate used.

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Alkalinity and Nitrogen cycle

Nitrification consumes 7.14mg/L7.14\,mg/L alkalinity; Denitrification restores 3.57mg/L3.57\,mg/L alkalinity.

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Refrigerator storage temperature

4oC4^\text{o}C per Standard Methods.

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Colloidal

Particles smaller than suspended solids but bigger than dissolved solids that scatter light.

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Aluminum Sulfate (alum) pH and usage

pH of 44 to 66; used for coagulation and flocculation to remove TSS, phosphorus, and turbidity.

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Sodium Hydroxide (caustic) pH and usage

pH of 1212 to 1414; used to raise pH and add alkalinity.

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Psychoda

Small fuzzy flies known as drain, filter, or sewer flies.

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Sanitary sewer design velocity

Minimum of 2ft/sec2\,ft/sec.

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Domestic wastewater TSS loading rate

0.2lbs/person/day0.2\,lbs/\text{person}/day.

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Total Kjeldahl Nitrogen (TKN)

The sum of Ammonia-Nitrogen (NH3NH_3) and Organic-Nitrogen (Org-N).

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Endogenous respiration

When microorganisms utilize their own stored material or cell mass for energy due to lack of food (BOD).

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Volatile Solids calculation

Total solids minus Fixed Solids.

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Ozone chemical formula

O3O_3.

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Sludge Volume Index (SVI) age indicators

80\leq 80 indicates very old sludge; >150> 150 indicates bulking; 250\geq 250 indicates very young sludge.

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Anaerobic digester temperature adjustment

Should be adjusted by 1oF1^\text{o}F per day.

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Thiothrix

A filament that thrives in wastewater with sulfur compounds, high organic loading, low D.O., and low nutrients.

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OSHA Hearing Protection threshold

85decibels85\,decibels at an 88 hour time weighted average.

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BOD bottle incubation window

55 days plus or minus 33 Hours.

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BOD sample preservation time

Maximum 4848 hours at 4oC4^\text{o}C.

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Mean Cell Residence Time (MCRT)

Average time microorganisms stay in the system; typical ranges are Conventional (3103-10 days), Extended (203020-30 days), and Nitrification (8158-15 days).