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施工径流中悬浮物的时间变异性及时间间隔采样策略的评价。

Temporal variability of suspended solids in construction runoff and evaluation of time-paced sampling strategies.

机构信息

Department of Environmental Engineering and Energy, Myongji University, 116 Myongji-ro, Cheoin-gu, Yongin-si, Gyeonggi-do, 17058, Republic of Korea.

Department of Environmental Science, COMSATS University Islamabad, Abbottabad Campus, Abbotabad, 22060, Pakistan.

出版信息

Environ Monit Assess. 2019 Jan 28;191(2):110. doi: 10.1007/s10661-019-7195-8.

Abstract

The construction sites have been considered the type of land use with the highest pollution potential, especially due to the erosion of exposed soil surfaces. The runoff monitoring of the construction site was carried out since June 2011 through December 2015. Based on land use land cover (LULC) classification, the monitoring period was divided into active and post-construction phases. Total suspended solids (TSS) showed evident inter-phase variability in average annual event mean concentration (AAEMC) and wash-off pattern. We suggested that stringent runoff control measures should be adopted during active construction phase. Similarly, Personalized Computer Storm Water Management Model (PCSWMM) was applied to evaluate the performance of the time-paced discrete and composite sampling scheme in continuously changing LC scenario. It was found that even though the time-paced composite sampling scheme is more cost effective, it showed lower performance in EMC estimation when compared with the time-paced discrete sampling approach. The results also showed that the storm event monitored at a time discrete frequency of 5 min, 10 min, and 15 min, the maximum expected mean bias will be under the accepted level of 10% of the true EMC value. We concluded that construction phase-specific modifications in sampling scheme provides a view to generate near accurate estimates.

摘要

建筑工地被认为是潜在污染最高的土地利用类型,尤其是因为暴露的土壤表面会发生侵蚀。从 2011 年 6 月到 2015 年 12 月,对建筑工地的径流量进行了监测。基于土地利用/土地覆盖(LULC)分类,监测期分为施工前和施工后两个阶段。总悬浮固体(TSS)在平均年事件平均浓度(AAEMC)和冲刷模式方面表现出明显的阶段间可变性。我们建议在施工活跃阶段应采取严格的径流控制措施。同样,个性化计算机雨水管理模型(PCSWMM)被应用于评估在 LC 不断变化的情况下,定时离散和组合采样方案的性能。结果表明,尽管定时复合采样方案在成本效益方面更具优势,但与定时离散采样方法相比,在 EMC 估计方面的性能较低。结果还表明,以 5 分钟、10 分钟和 15 分钟的时间离散频率监测到的风暴事件,最大预期平均偏差将低于真实 EMC 值的 10%的可接受水平。我们得出结论,施工阶段特定的采样方案修改提供了一种生成接近准确估计的方法。

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