MODELING ARSENIC(V) REMOVAL BY COAGULATION WITH FERRIC SALTS: EFFECTS OF pH AND DOSAGE
نویسندگان
چکیده
In 2001 the U.S. Environmental Protection Agency (EPA) lowered the Maximum Contaminant Level for arsenic from 50 μg/L to 10 μg/L. Public water suppliers are required to comply with the lower standard by January of 2006 and several thousand water systems nationally are looking for efficient and inexpensive ways to remove arsenic. Ferric coagulation/filtration and ferric coagulation/microfiltration are two promising techniques for attaining the new arsenic water standard. Both processes remove arsenic by sorption to ferric hydroxides (and possibly co-precipitation as well). Models of arsenic removal by sorption to ferric hydroxide have been developed, but conflicting information has been given to practitioners about the relative importance of pH and iron dosage. Edwards (1994) modeled arsenic removal using an equilibrium chemistry approach and reported that pH effects were more important than coagulant dosage. However, a subsequent empirical approach (McNeill and Edwards 1997) ignored pH and initial arsenic concentration entirely and modeled removal percentage as depending on dose alone. While the more recent empirical approach has the advantage of being validated by observations at actual water treatment plants, understanding the equilibrium chemistry may help to define boundaries for the acceptable use of the empirical approach. In this study, the equilibrium chemistry approach of Edwards (1994) is followed and a model of arsenic(V) removal by ferric coagulation developed. This model runs in Microsoft Excel and is available free of charge upon request. Charts of arsenic removal as a function of pH, dosage, and ionic strength are developed to assist with the selection of appropriate initial conditions for pilot studies. Increasing ionic strength is found to modestly decrease arsenic removal. Above pH 8, arsenic removal is found to decrease rapidly with increasing pH. However, removals are relatively insensitive to changes in pH below pH 8. Similarly, at low coagulant doses, arsenic removal increases rapidly with increasing iron concentrations. However, further increases in dose produce diminishing additional removal. In the absence of competing anions, there is little benefit to increases in dose beyond 5 mg/L as iron. Initial arsenic concentration has little effect on removal percentage until initial concentrations exceed 200 μg/l, at which point the percentage removal decreases as initial arsenic concentration increases. This research indicates that equilibrium chemistry modeling generally supports the omission of pH and initial arsenic concentration from the empirical model of McNeill and Edwards (1997), but only if the pH is below 8 and the initial arsenic concentration is below 200 μg/l.
منابع مشابه
The Removal of As(V) from Drinking Waters by Coagulation Process using Iron Salts
In this study arsenate [As(V)] removal from drinking water by coagulation process was investigated. Ferric chloride (FeCl3.6H2O) and ferrous sulfate (FeSO4.7H2O) were used as coagulant. The effects of major operating variables such as coagulant dose (1–30 mg/L) and pH (5.5–9.5) were investigated. Ferric chloride and ferrous sulfate were found as effective and reliable coagulant due to required ...
متن کاملOptimizing Coagulation Process for Low to High Turbidity Waters Using Aluminum and Iron Salts
Problem statement: Turbid waters, containing colloidal particles, are normally treated by coagulation-flocculation followed by clarification. Ferric chloride and alum, which are the most common types of coagulants in water treatment plants of Iran as well as many other countries, were investigated with the aim of determining their capabilities to reduce turbidity of drinking water. Turbidity wa...
متن کاملبررسی اثر منعقدکننده ها در حذف CODوTSS شیرابه زباله کارخانه کمپوست اصفهان
Introduction: Untreated leachate is being discharged into the environment in many countries worldwide. Leachate treatment methods have not been unified so far due to variable composition of leachate in different sites. Lack of control as well as disregarding leachate treatment and disposal of it can cause environmental pollution. This study aimed to investigate the Coagulants' effect on the COD...
متن کاملRemoval of Arsenic (III) from Contaminated Waterby Synthetic Nano Size Zerovalent Iron
The present work was conducted for Arsenic (III) removal, which one of the most poisonous groundwater pollutants, by synthetic nano size zerovalent iron (nZVI). Batch experiments were performed to investigate the influence of As (III), nZVI concentration, pH of solution and contact time on the efficiency of As (III) removal. nZVI was synthesized by reduction of ferric chloride by sodium borohyd...
متن کاملThe simultaneous removal of turbidity and humic substances from water using the enhanced coagulation process
This study aimed to investigate the efficiency of the enhanced coagulation (EC) process for the simultaneous removal of turbidity and humic substances (HS) from raw water from the Sanandaj Water Treatment Plant (SWTP). This study was conducted on a laboratory scale using a jar test device and ferric chloride (FeCL3) as the coagulant. Accordingly, the effects of pH and coagulant dosag...
متن کامل