University of Waterloo, Waterloo, Ontario N2L 3G1, Canada.
Environment and Climate Change Canada, Burlington, ON, Canada.
Sci Total Environ. 2019 Nov 20;692:640-652. doi: 10.1016/j.scitotenv.2019.07.198. Epub 2019 Jul 16.
This study reviews phosphorus (P) concentrations in groundwater plumes from 24 on-site wastewater treatment systems (septic systems) in Ontario, Canada. Site investigations were undertaken over a 30-year period from 1988 to 2018 at locations throughout the province that encompass a variety of domestic wastewater types and geologic terrain. The review focuses on P behaviour in the drainfield sediments and in the proximal plume zones, within 10 m of the drainfields, where plume conditions were generally at steady state. At these sites, mean soluble reactive phosphorus (SRP) values in the septic tank effluent ranged from 1.8 to 13.8 mg/L and averaged 8.4 mg/L. Phosphorus removal in the drainfields averaged 90% at sites where sediments were non calcareous (13 sites) and 66% at sites where sediments were calcareous (11 sites). Removal considering both the drainfields and proximal plume zones, averaged 97% at the non-calcareous sites and 69% at the calcareous sites, independent of the site age or loading rate. At 17 of the 24 sites, mean SRP concentrations in the proximal groundwater plumes (within 10 m) declined to ≤1 mg/L, which is a common treatment level for P at sewage treatment plants. Zones of P accumulation were present in almost all of the drainfields, where sand grains exhibited distinct secondary coatings containing P, demonstrating that mineral precipitation was likely the dominant cause of the P retention observed at these sites. This review confirms the often robust capacity for phosphorus removal in properly functioning septic systems. At the majority of these sites (17/24), P retention meets or exceeds removal that would normally be achieved during conventional sewage treatment. This challenges the necessity of avoiding septic system use in favor of communal sewer systems, when limiting phosphorus loading to nearby water courses is a principal or major concern.
本研究回顾了加拿大安大略省 24 个现场废水处理系统(化粪池系统)地下水中磷(P)浓度的情况。从 1988 年到 2018 年,在全省范围内进行了长达 30 年的现场调查,涵盖了各种家庭废水类型和地质地形。本研究重点关注了排水场沉积物中和距排水场 10m 以内的近源羽流区中的 P 行为,在这些区域,羽流条件通常处于稳定状态。在这些地点,化粪池出水中的可溶性反应磷(SRP)平均值范围为 1.8 至 13.8mg/L,平均为 8.4mg/L。在非钙质沉积物(13 个地点)的排水场中,磷的去除率平均为 90%,在钙质沉积物(11 个地点)中为 66%。考虑到排水场和近源羽流区,非钙质沉积物的去除率平均为 97%,钙质沉积物的去除率为 69%,与场地年龄或加载率无关。在 24 个地点中的 17 个地点,近源地下水羽流(距离 10m 以内)的平均 SRP 浓度降至≤1mg/L,这是污水处理厂处理磷的常见水平。在几乎所有的排水场中都存在 P 积累区,其中沙粒表现出明显的富含 P 的二次涂层,表明矿物沉淀很可能是导致这些地点观察到的 P 保留的主要原因。本综述证实了在正常运行的化粪池系统中,磷去除的能力通常很强。在这些地点中的大多数(17/24),磷的保留量达到或超过了在常规污水处理过程中通常可以实现的去除量。这就挑战了在限制附近水道磷负荷时,避免使用化粪池系统而采用公共污水系统的必要性,因为磷负荷是主要或重要的关注点。