What are Primary, Secondary, and Advanced Waste Water Treatment
The terms primary waste water treatment, secondary waste water treatment, and advanced waste water treatment are typically used to refer to different types of wastewater treatment systems. Sedimentation to remove settleable suspended solids from wastewater is known as primary treatment. Processes used to remove biochemical oxygen demand by removal of dissolved and fine suspended biodegradable organic matter from wastewater known as secondary treatment. Secondary wastewater treatment systems usually utilize biological treatment processes. Tertiary treatment (also known as advanced wastewater treatment) refers to any treatment process or processes to remove some type of water contamination not removed by primary and secondary wastewater treatment
methods. Many advanced treatment systems use chemical wastewater treatment processes, but physical treatment and biological treatment are also used in some advanced wastewater treatment systems.
Primary and Secondary Wastewater Treatment Image by H. Bengtson
The diagram at the right shows a typical activated sludge wastewater treatment plant flow diagram, with the primary treatment and secondary treatment portions identified.The next few sections of this article will be used to briefly describe these three types of treatment systems: primary waste water treatment, secondary waste water treatment methods and advanced waste water treatment.
Primary Wastewater Treatment
Primary wastewater treatment refers to sedimentation, the physical treatment process that is used to remove settleable suspended solids from wastewater. The cross-section of a typical circular sedimentation basin (clarifier) given at the left, shows the general liquid and solids flow pattern. The influent wastewater flows in at the center of the clarifier (sedimentation basin) and as it flows toward the circumference of the clarifier to the effluent weir, the solids settle out and are scraped toward a solids outlet. At the right is a picture
of a circular clarifier in a wastewater treatment plant.
Circular Sedimentation Basin Image by H. Bengtson
Prior to the primary clarifier in a wastewater treatment plant there will usually be a coarse screening process using a bar screen. If the incoming wastewater contains inorganic grit, then a grit chamber is also used to settle out the denser inorganic suspended solids in order to keep them separate from the biodegradable organic suspended solids removed in the primary clarifier.
Primary Clarifier Image credit: Hays, Kansas Utility Department
Prior to the passage of the Clean Water Act in the U.S., many large municipalities adjacent to a large river or an ocean, used only primary wastewater treatment. In 1972, the Clean Water Act set the standard for municipal wastewater treatment in the U.S. at secondary treatment. Over a period of years, the many large primary wastewater treatment plants were upgraded to provide secondary wastewater treatment.
Secondary Wastewater Treatment
Secondary wastewater treatment processes remove waste organic (once living, biological) material from wastewater, typically using a biological treatment process. The water quality parameter, biochemical
oxygen demand (BOD), is a measure of the amount of oxygen needed to oxidize organic matter in a water sample. It is thus an indirect measure of the pollution of water by waste organic matter. See the article ‘Biochemical Oxygen Demand as a Measure of Organic Pollution of Water‘ for more details about BOD.
There are several different approaches to biological wastewater treatment. The most commonly used are activated sludge, trickling filter and stabilization pond treatment systems. Each of these function by bringing aerobic microorganisms, organic matter in wastewater, and dissolved oxygen together. The biological oxidation of the waste organic matter then takes place naturally in the wastewater treatment system rather than in the river, lake or stream, as it would if the waste organic matter were dumped there. The picture at the left shows a trickling filter biological treatment process, which uses a bed of rocks to facilitate contact among the aerobic bacteria, organic matter in wastewater and oxygen.
Trickling Filter Image credit: Faculty of Health, Life & Social Sciences/Merchiston Campus/Napier University
In order to meet the U.S. EPA definition of secondary treatment, a wastewater treatment plant must produce an effluent with suspended solids level below 20 mg/L and BOD below 20 mg/L.
Advanced Wastewater Treatment
Advanced wastewater treatment can’t be summarized quite as neatly and concisely as primary and secondary wastewater treatment. Tertiary treatment isn’t needed at all wastewater treatment plants, and where it is needed, it may be quite different from one plant to another, depending upon the type of water contamination that must be removed. Some of the common advanced wastewater treatment processes are nutrient (phosphorus and/or nitrogen) removal, additional removal of organic matter and suspended solids (below the secondary treatment level), and removal of toxic materials. Most of the tertiary treatment processes are a combination of chemical and physical treatment, called physical-chemical treatment, although there are biological treatment options for removal of both phosphorus and nitrogen. Discussion of situations that give rise to the need for advanced wastewater treatment and description and discussion of tertiary treatment processes will require another article or two.
In summary, the general types of processes used in primary, secondary, and advanced wastewater treatment are:
- Primary wastewater treatment uses the physical process of sedimentation to remove settleable suspended solids from wastewater.
- Secondary wastewater treatment uses biological treatment to remove dissolved and fine suspended organic matter from wastewater.
- Advanced wastewater treatment may use biological or physical-chemical treatment processes to remove water contaminants not removed by primary and secondary treatment, such as nutrients, toxic materials or additional suspended solids and BOD removal.
References for Further Information:
1. Metcalf & Eddy, Inc, (revised by Tchobanoglous, G, Burton, F.L., Stensel, H.D., Wastewater Engineering Treatment and Reuse, 4th Edition, New York, NY, 2003.
2. Grady, C.P.L., Daigger, G.T., Lim, H.C., Biological Wastewater Treatment, 2nd Edition, New York, NY, Marcel Dekker, Inc., 1999.
3. Vesilind, P.A. and Morgan, S.M., Introduction to Environmental Engineering, 2nd Edition, Belmont, CA, Brooks/Cole, 2004.
This post is part of the series: Information on Wastewater Treatment
- An Introduction to Primary, Secondary, and Advanced Wastewater Treatment Methods
- Biological Wastewater Treatment Systems for Removal of Biochemical Oxygen Demand
- Variations in Activated Sludge Wastewater Treatment Systems