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植物过滤带对径流水体中大肠杆菌负荷削减的实验室研究。

Escherichia coli load reduction from runoff by vegetative filter strips: a laboratory-scale study.

机构信息

Dep. of Biosystems and Agriculture Engineering, Oklahoma State Univ., Stillwater, OK 74078, USA.

出版信息

J Environ Qual. 2011 May-Jun;40(3):980-8. doi: 10.2134/jeq2010.0391.

Abstract

Vegetative filter strips (VFS) are commonly used best management practices for removing contaminants from runoff. Additional research is warranted to determine their efficiency and the most appropriate metrics for predicting fecal bacteria reductions. The objective of this research was to determine VFS effectiveness in removing from runoff relative to inflow rate, infiltration capacity, and flow concentration. This research also investigated the presence of in runoff from clean water runon after diluted manure runon events. A laboratory-scale VFS soil box (200 cm long, 100 cm wide, 7.5% slope) was packed with a sandy loam soil. Ten constant-flow VFS experiments were conducted with and without vegetation (8-10 cm ryegrass [ L.]) at low (20-40 cm s), medium (40-60 cm s), and high (85-120 cm s) flow rates and for a full (100 cm) or concentrated (40 cm) VFS flow width to simulate a channelizing flow condition. Two runon events were investigated for each experimental condition: (i) diluted liquid swine manure runon and (ii) clean water runon 48 h afterward. was used as an indicator of fecal contamination and was quantified by the most probable number (MPN) technique. No concentration reductions were observed based on peak outflow concentrations, and only small concentration reductions were observed based on outflow event mean concentrations. The mass reductions ranged from 22 to 71% and were strongly correlated to infiltration or runoff reduction ( = 0.88), which was dependent on the degree of flow concentration. Little to no effect of sedimentation on transport was observed, hypothesized to be due to minimum attachment to sediment particles because the bacteria originated from manure sources. Therefore, the design of VFS for bacteria removal should be based on the infiltration capacity in the VFS and should prevent concentrated flow, which limits total infiltration. The event mean concentrations in clean water runon experiments were between 10 and 100 MPN per 100 mL; therefore, under these conditions, VFS served as a source of residual from previous runon events.

摘要

植被过滤带(VFS)是常用于从径流中去除污染物的最佳管理实践。需要进一步研究以确定其效率以及预测粪便细菌减少的最合适指标。本研究的目的是确定 VFS 在去除相对于流入速率、入渗能力和水流浓度的径流中的效果。本研究还调查了在稀释粪便径流后的清洁水径流中是否存在。实验室规模的 VFS 土壤箱(200 厘米长、100 厘米宽、7.5%坡度)用砂壤土填充。在低(20-40 厘米 s)、中(40-60 厘米 s)和高(85-120 厘米 s)流速下,进行了 10 个带有和不带有植被(8-10 厘米黑麦草 [L.])的恒流 VFS 实验,以及全(100 厘米)或集中(40 厘米)的 VFS 流宽,以模拟渠道化流条件。对于每个实验条件,都调查了两个径流事件:(i)稀释液体猪粪径流,(ii)48 小时后清洁水径流。使用最可能数(MPN)技术作为粪便污染的指标进行量化。根据峰值流出浓度未观察到浓度降低,并且仅根据流出事件平均浓度观察到小的浓度降低。质量减少范围为 22%至 71%,与入渗或径流减少强烈相关(=0.88),这取决于水流浓度的程度。观察到对运输的沉降几乎没有影响,据推测是由于细菌来自粪便源,因此与泥沙颗粒的最小附着有关。因此,VFS 设计用于去除细菌应基于 VFS 的渗透能力,并应防止浓缩水流,这会限制总渗透。在清洁水径流实验中,事件平均浓度在每 100 毫升 10 至 100 MPN 之间;因此,在这些条件下,VFS 充当了先前径流事件的残留源。

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