High-rate overland flow

Abstract

Recommended loading rates for treating raw domestic wastewater by overland flow are 6.3–15 cm wk −1. Information provided in the literature yields little insight regarding the upper range of hydraulic loading rates that could be effectively treated by overland flow. Therefore, field investigations were conducted to evaluate the performance of the overland flow system at overland flow rates from 0.95 m 3 day −1 m −1 width of slope (13 cm wk −1 to 4.15 m 3 day −1 m −1 (57 cm wk −1). Preliminary treated municipal wastewater was pumped to overland flow slopes, each approx. 3.7 m wide and 36.5 m long. The slope of each plot was 2.5%. The cover crop consisted of a mixture of ryegrass, bluegrass and fescue grass. The plots were operated for 2 years at six different hydraulic loading rates. Effluent BOD 5 concentration averages varied from 6 to 11 mg l −1. The reduction of influent BOD 5 concentration ranged from 87 to 93%. Mean effluent suspended solids values were from 6 to 9 mg l −1 with reductions of influent concentrations of 91–95%. Hydraulic application rate had little effect on percent BOD 5 or suspended solids removal. Total phosphorus reductions were minimal at all hydraulic application rates due to limited soil water contact. Ammonia concentration in the effluent ranged from 1 mg l −1 NH 3-N at the 0.95 m 3 day −1 m −1 (13 cm wk −1) applied flow rate of 11.7 mg l −1 NH 3-N at the 4.15 m 3 day −1 m −1 (57 cm wk −1) loading rate. Ammonia and nitrogen reductions decreased as the applied flow rate increased. Consequently, lower overland flow rates are necessary for nitrogen removal. The use of high-rate overland flow could potentially reduce the land necessary for this form of land application, if nutrient removal was not a local concern.