by Bob Dabkowski
Continuous phosphate monitoring can help eliminate alum under- and overdosing while supplying useful trend data for evaluating the overall treatment "picture" at a wastewater treatment plant
Phosphorous removal through chemical and physical methods can only take place when the phosphorous is in the orthophosphate form. Most biological wastewater treatment processes naturally convert organic and condensed phosphates to orthophosphate. The orthophosphate can then be precipitated into salt particles through treatment with alum, lime, or iron salts. When one or more of these chemicals is added, the smaller particles flocculate into large masses. The flocculated particles settle in the sedimentation tank, adding to the sludge.
This process can reduce the concentration of phosphate by more than 95 percent, making it possible for the effluent to remain well within permit limits. However, chemical overtreatment raises operational costs and can lead to a significant increase in sludge volume. Undertreatment creates a serious risk of non-compliance and can adversely affect water quality.
The effectiveness of biological removal methods is also subject to changes in the phosphorous concentration. Without reliable, real-time information about current phosphorous concentrations, operators are often forced to err on the side of caution when determining chemical dosages.
Phosphate Analyzer
A number of facilities have begun using a relatively new type of phosphate analyzer that allows operators to instantly check phosphorous concentrations at critical points in the wastewater treatment process. The Hach PHOSPHAX™sc Phosphate analyzer is typically installed just prior to filtration or at the final effluent, or both. Changes in the phosphate levels are indicated by colorimetric values and then converted to mg/l units for display.
Prior to each measurement, the self-cleaning analyzer determines the intrinsic color of the wastewater so that results are not distorted. One of the analyzers was recently installed at the Julington Creek WWTP in northeast Florida and has made a positive impact on phosphorous removal treatments.
Dosing Issues
The 1.0 mgd Julington Creek WWTP serves the 4,200-acre Julington Creek planned community in south suburban Jacksonville, close to the east bank of the St. John's River. The Jacksonville Electric Authority (JEA) operates the facility.
Built in the early 1990s, the Julington Creek development needed an on-site wastewater treatment plant to treat municipal wastewater and re-use the filtered wastewater for golf course irrigation. At that time, the influent biochemical oxygen demand (BOD) averaged 180 milligrams per liter and the suspended solids averaged 160 mg/L. The plant had to handle about 1,600 homes initially, and as many as 6,500 homes would be built over the next 15 years as the community expanded.
A few years ago the plant underwent a conversion to enable nutrient removal. When demand for irrigation water decreases seasonally, the water is dechlorinated and discharged to the St. John's River. Here, the effluent is subject to strict discharge standards, including a phosphate limitation of 3.0 mg/l. Taking no chances, the staff at the Julington Creek WWTP aims for a phosphorus concentration of 1.0 mg/L or less.
Alum is used to precipitate the phosphorous at the facility, one of JEA's two wastewater treatment plants that incorporate nutrient removal. Determining the correct dosage at any given time was difficult before the analyzer was installed. The plant was going from one extreme to the other, either underdosing or overdosing. Without the aid of the analyzer, operators were forced to feed a "precautionary" amount of alum that was often in excess of the actual amount needed for effective phosphorous removal.
The final effluent from the Julington Creek plant does not require chemical treatment for phosphorous removal when it is being used for irrigation purposes, because the plant's land application permit does not call for nutrient monitoring.