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Sediment export from a highway construction site in Central North Carolina.

机译:从北卡罗来纳州中部的一个高速公路建筑工地输出泥沙。

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Sediment export and turbid runoff from active construction sites continue to be a source of impairment to surface water resources. Few studies have been published that include monitoring data from construction sites, particularly highway construction sites. In this study, water quality monitoring of runoff originating from three sections of a highway construction corridor was conducted during a 4.5-year period. Two unnamed tributaries, referred to as Tilly and Ellery for this study, were monitored at two locations downstream of the highway corridor, and one tributary, referred to as King's Mill, was monitored upstream and downstream of the highway corridor. At each station, discharge was continuously monitored and flow-proportional samples were collected. Samples were analyzed for total suspended solids, total solids, and turbidity. A recording raingauge was also maintained at one of the highway monitoring stations. Monitoring data at all stations documented increased sediment export and turbidity levels during the construction period as compared to the pre- and post-construction periods. During construction, sediment export rates ranged from 2.7 to 17.7 Mg ha-1 year-1, while mean turbidity levels ranged from 466 to 1,607 NTU for the five stations downstream of the highway corridor. For the station with the greatest sediment export, about 32% of the export occurred during two back-to-back tropical storms. At this time, one section of the highway was particularly susceptible to erosion because more than 6 m of fill material had recently been added to bring the road surface to near grade and vegetation had not yet been established. Increases in sediment export and turbidity at the other four downstream stations during highway construction were less pronounced. Mean turbidity levels during construction at all downstream stations were greater than 50 NTU. Post-construction mean turbidity levels were much less than during construction but were still greater than pre-construction at four of the five stations. Post-construction turbidity levels on the King's Mill tributary downstream of the highway were not significantly different from upstream.
机译:活动建筑工地的泥沙出口和浑浊的径流仍然是地表水资源受损的原因。很少有研究发表包括建筑工地特别是高速公路建筑工地的监测数据的研究。在这项研究中,在4.5年的时间内对源自高速公路建设走廊三段的径流水质进行了监测。在公路走廊下游的两个位置对两个未命名的支流(在本研究中称为Tilly和Ellery)进行了监视,在公路走廊的上游和下游对一个支流(称为King's Mill)进行了监视。在每个站点,对排放进行连续监测,并收集与流量成比例的样品。分析样品的总悬浮固体,总固体和浊度。一个高速公路监测站也保持着记录雨量计。与施工前和施工后相比,施工期间所有站点的监测数据均显示出泥沙出口和浊度增加。在施工期间,沉积物出口速率介于2.7至17.7 Mg ha -1 年 -1 之间,而在该下游5个站的平均浊度范围为466至1,607 NTU。公路走廊。对于沉积物出口量最大的站点,大约32%的出口量发生在两次连续的热带风暴中。此时,高速公路的一个路段特别容易受到侵蚀,因为最近添加了超过6 m的填充材料,使路面达到接近坡度,并且尚未建立植被。在高速公路建设期间,其他四个下游站的泥沙出口和浊度增加的幅度不太明显。在施工过程中,所有下游站的平均浊度均大于50 NTU。在五个站点中,有四个站点的施工后平均浊度水平远低于施工期间,但仍高于施工前。公路下游国王磨坊支流的施工后浊度水平与上游没有显着差异。

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