WT - Slow Sand Filtration Slow Sand Filtration by Mary Rust and Katie McArthur
Introduction The history of slow sand filtration in the United reluctant acceptance. Many European cities choose water treatment method because of its simplicity, (Collins). Slow sand filters in the United States
States has been one of slow sand filtration as a reliability, and economy are found primarily in smaller
communities with fewer than 10,000 people, 45% of which serve fewer than 1,000 people (Sims). This is primarily due to the associated low cost of slow sand treatment facilities compared with alternative water treatment technologies (Sims). The number of operating slow sand filters by state in the United States as of 1991 can be seen in Figure 1. Figure 1. Number of slow sand filters operating in each state as of 1991. (Sims)
Physical Characteristics Slow sand filtration is a water purification process in which water is passed through a porous bed of filter medium. Slow sand filters are typically characterized by certain design components: the supernatant (water above the filter sand that provides hydraulic head for the process), filter sand varying in depth, the underdrain medium (usually consisting of graded gravel), and a set of control devices (Sims). In a mature sand bed, a thin upper sand layer called a Schmutzedecke forms. The Schmutzedecke consists of biologically active microorganisms that break down organic matter while suspended inorganic matter is removed by straining (Van Duk). Slow sand filters are distinguished from rapid sand filters by the biologically active sand medium (including the Schmutzedecke), and slow detention times. Rapid sand filters utilize primarily a physical removal process, are periodically backwashed for cleaning, and operate with long detention times. Slow sand filters are cleaned by periodically scraping the existing Schmutzedecke (Van Duk). Figure 2 is a schematic of a common cross section of a slow sand filter. Figure 2. Typical cross section of a slow sand filter. Drawing by Mary Rust The supernatant serves two distinct purposes. First, it provides a head of water sufficient to pass the raw water through the filter bed. Second, the supernatant creates a detention time of several hours for the treatment of the raw water. The supernatant should not be considered as a reservoir for sedimentation. If the raw water has a high content of suspended mater, then pretreatment should be considered to prevent rapid clogging of the filter bed. The supernatant depth is typically a meter (Van Duk). The physical characteristics of a sand bed are important in maintaining the slow sand filter s efficiency. The effective size is the size opening that will pass ten percent by weight of the filter material (Haarhoff). Effective sizes in the range of 0.15 mm to 0.35 mm are used (Van Duk). The uniformity coefficient is
the ratio of the size openings that pass sixty percent of filter material to the size openings that pass ten percent of filter material, e.g. the effective size (Haarhoff). Uniformity coefficients range between two and five; most facilities maintain uniformity coefficients less than three (Haarhoff). The filter medium itself should consist of inert and durable grains; sand should be washed so that it is free of clays, loams, and organic matter. Depth of a filter bed ranges between 1.0 and 1.4 meters (Van Duk). The clean filter medium from a slow sand filter in a treatment plant near Paris, France can be seen in Figure 3. Photo by Dr. Robert Hoehn Figure 3. Clean slow sand filter without supernatant water layer. The underdrain system serves two purposes. It provides unobstructed passage for the collection of treated water and it supports the bed of filter medium. It is important that the underdrain system provide a uniform velocity over the entire filter area (Van Duk). The underdrain gravel is placed so that the finest gravel is directly underneath the sand and the coarsest gravel is surrounding the underdrain pipes or covering the underdrain block (Pyper). This prevents the filter sand grains from being carried into the treated water system. An example of support media and underdrain system is shown in Figure 4. Photo by Dr. Robert Hoehn Figure 4. Underdrain and support media. Biological and Physical Mechanisms Biological activity in the sand bed is not well understood. Scientists have a vague idea of the processes involved, but specific interactions are still unknown. Suggested biological removal mechanisms are predation, scavenging, natural death and inactivation, and metabolic breakdown (Haarhoff). In the Schmutzedecke, algae, plankton, diatoms, and bacteria break down organic matter through biological activity. It has been hypothesized that as the raw water passes through the bed, it constantly changes direction. Thus, the sand grains develop a uniform sticky layer of organic material that absorbs to the particles by various attachment mechanisms. The sticky layer around the sand grains is biologically active (bacteria, protozoa, bacteriophages) and the organic impurities are biologically converted to water, carbon dioxide and harmless salts. According to a study by Collins, the bacterial concentrations in the Schmutzedecke were a function of the elapsed time and potential for cell growth rather than the filtration of free-living bacteria from the source water (Collins). The biologically active section of the entire filter bed extends 0.4-0.5 m downward from the surface of the Schmutzedecke (Van Duk). Physical processes are also inherent to slow sand filter mechanisms. As the biological activity of the filter bed decreases, the physical processes of adsorption and chemical oxidation are the primary mechanisms (Van Duk). Adsorption accounts for removals that were traditionally thought to be purely biological. For example, the removal of chlorinated organics and the distribution of viruses are thought to follow adsorption isotherms (Haarhoff). Furthermore, suspended inorganic matter may be removed by the physical process of straining (Van Duk). Organic Carbon Removal Adsorption and biodegradation are considered to be the primary natural organic matter removal mechanisms (Collins). Literature cited by Collins suggests that large hydrophobic-humic organic molecules are removed by adsorption, and smaller organic molecules are removed by both adsorption and biodegradation. The smaller
hydrophilic material (carbohydrates, aldehydes, and simple organic acids) are considered to be primarily removed by biodegradation. A common oxidant for the treatment of water in the United States is chlorine; the hydrophobic-humic organics (considered to be the more trihalomethane reactive) were removed in greater than 80% of all comparisons of organic parameters cited in the Collins study. Another interesting aspect of the Collins paper was the fact that natural organic matter and organic precursor material were a function of filter media biomass: the greater the biomass, the greater the organic carbon removals. Three US sand filters were compared; the West Hartford filters use a unique Schmutzedecke cleaning procedure called the filter-harrowing cleaning technique (discussed in more detail under Filter Scraping). This procedure allows for the minimization of biomass removal from mature sand filters resulting in increased removals of biodegradation and bioadsorption (Collins). Removal of Giardia and Cryptosporidia In the past decade the protozoan parasite Cryptosporidium parvum has been recognized as a significant threat to public water supplies. The resistant stage of Cryptosporidia is called an oocyst; this stage is relatively untouched by a chlorination disinfection process. Slow sand filtration has been looked at in numerous studies to determine the viability of this treatment process for the removal of Cyrptosporidia. A study in England by Timms found reductions of oocysts greater than 99.97%; the oocysts were found in the filter media above 2.5 cm. Another study in British Columbia by Fogel contradicts the aforementioned study. Fogel found removal efficiencies of 48%; this figure is significantly different than the 100% removals Fogel cites from previous literature. However, a point to note concerning the British Columbia filters is that they were operating well out of the range of the recommended design limits for the uniformity coefficient at 3.5 (Fogel). Furthermore, temperature can adversely affect the performance of a slow sand filter; the British Columbia filters were operating at extremely low temperatures of less than 1°C (Fogel). Overall, the literature supports data that strongly suggests slow sand filtration is a viable alternative for Cryptosporidia removals. Slow sand filters have also been proven highly efficient in removing Giardia lamblia, a frequently identified pathogenic intestinal protozoa. The same study by Fogel found that despite the uniformity coefficient parameter and the low temperatures, Giardia removals were complete. This data was further supported by literature cited by Fogel. Furthermore, fecal and total coliform below the detection limit, and the removal rates were similar to removals (Fogel). Schmutzedecke Scraping Operations Scraping typically involves the removal of the Schmutzedecke and is site specific. Frequency of scraping depends on the available
counts were Giardia the operation head, the media
grain-size distribution, the influent water quality, and the water temperature (Letterman). Higher frequencies of scraping are associated with increased water temperature, high solids concentrations in the influent, low head, and small media pore size. A typical operation involves draining the supernatant (usually by continuing filtration with no influent) to 20 cm below the sand surface, skimming off one inch of the Schmutzedecke and associated sand, and then filling the filter from the bottom of the bed using filtered water to prevent air entrapment. The bed should be refilled until depth is sufficient to continue normal operations (Letterman). A filter in the process of having the Schmutzdecke scraped is shown in Figure 5. Photo by Dr. Robert Hoehn Figure 5. Removal of Schmutzdecke.
The study by Collins at West Hartford Treatment Plant suggests a unique way to scrape the Schmutzedecke that minimizes the amount of biomass removed. The supernatant is drained to a height roughly 30 cm above the bed. A rubber-tired tractor equipped with a comb-tooth harrow is place on top of the filter to rake the sand; simultaneously the filter drains are opened, causing a steady discharge of overlying water. As the Schmutzedecke is loosened, the colloidal debris is caught by the moving water and discharged at the filter surface drain. The process is repeated as necessary by backflushing until the entire filter surface has been harrowed (Collins). Summary comments by Dr. Robert Hoehn on the use of slow sand filtration in the United States. If you are interested in the latest concerns about the operation of slow sand filters in the United States you may want to take a look at the AWWA Slow Sand Filtration Forum. References Collins, Robin M., T. Taylor Eighmy, James M. Fenstermacher Jr., and Stergios K. Spanos. "Removing Natural Organic Matter by Conventional Slow Sand Filtration." Journal of the American Water Works Association 84.5 (1992): 80-90. Fogel, Doug, Judith Isaac-Renton, Ronald Guasparini, William Moorehead, and Jerry Ongerth. "Removing Giardia and Cryptosporidium by Slow Sand Filtration." Journal of the American Water Works Association 85.11 (1993): 77-84. Haarhoff, Johannes, and John L. Cleasby. "Biological and Physical Mechanisms in Slow Sand Filtration." Slow Sand Filtration. New York: American Society of Civil Engineers, 1991. Letterman, Raymond D. "Operation and Maintenance." Slow Sand Filtration. New York: American Society of Civil Engineers, 1991. Pyper, Gordon R., and Gary S. Logsdon. "Slow Sand Filter Design." Slow Sand Filtration. New York: American Society of Civil Engineers, 1991. Sims, Ronald C., and Lloyd A. Slezak. "Slow Sand Filtration: Present Practice in the United States." Slow Sand Filtration. New York: American Society of Civil Engineers, 1991. Timms, S., J.S. Slade, and C.R. Fricker. "Removal of Cryptosporidium by Slow Sand Filtration." Water Science and Technology 31.5-6 (1994): 81-84. J.C. Van Duk and J.H.C.M. Oomer, "Slow Sand Filtration for Community Water Supply in Developing Countries," Technical Paper No. 2, WHO International Reference Centre for Community Water Supply, Voorburg (The Hague), The Netherlands, 1978.
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Send comments or suggestions to: Student Authors: Katie McArthur,
[email protected] and Mary Rust,
[email protected] Faculty Advisor: Daniel Gallagher,
[email protected] Copyright © 1996 Daniel Gallagher Last Modified: 02/24/1998
