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Integrated Steep Channel Design Protects Canadian Highway Bridge

机译:集成的陡峭通道设计保护了加拿大的公路桥梁

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A large eroding gully immediately adjacent to the Old Nipawin bridge approach posed highway stability concerns due to erosion. The drainage slope composed of silt with fine sand, stretched 60m down a 1.2:1 slope where it emptied into the North Saskatchewan River. The gully receives water from over 3000 m~2 of surrounding area, all which is essentially impervious to water and exhibits high runoff velocities due to the upslope grade as well as year round spring fed water. Freshly eroded soils depositing into the river was the main concern. Given the slope and access options, the site had limited equipment access. Rock filled gabions were the original plan for this erosion problem, but given site conditions, cost, and health & safety concerns, another solution was required. The alternative system of turf reinforcement mats (TRM) and natural vegetation was the answer based on cost and ease of installation.Given flow values and other data from Saskatchewan Highways, a porous ditch check system was installed to decrease the initial velocities on the TRM until vegetation was established. A fall rye with perennial and annual mix of grasses was used for the vegetation cover. Installation started in July 2005, and work on the steep slope proved a challenge. The TRM was installed under the existing gabion baskets 3 rolls wide. 8" staples along with 18" stakes were put in at 7/m~2 to secure the blanket to the soil. Ditch checks were then installed at 1 m intervals along the channel bottom and partially up the slope to dissipate flow energy of the water. The fall rye emerged very quickly along the bottom. The side slopes were spotty due to the inability to hold seed on a 1:1 slope. The area was reseeded with the mixture in the Fall in hopes of getting more vegetation on the side slopes. Considerable rain events on the structure to date have led to few problems.Overall the project went well. The cost savings on this project were substantial, at least 1/4 the price of the original quotes. The time required for installation was also shortened by 75%. Since it has been installed, it has seen over 225mm of rain and working as expected. Given the performance to date, Saskatchewan Highways will definitely look at using TRMs instead of gabions for cost savings, ease of installation, and functionality.
机译:紧邻老尼帕温大桥方法的大型侵蚀沟由于侵蚀而引起了公路稳定性问题。排水坡由细砂淤泥组成,沿1.2:1坡度向下延伸60m,并排入北萨斯喀彻温河。沟渠从周围3000多m〜2的区域接收水,所有这些基本上都是不透水的,并且由于上坡坡度以及全年的春季补给水而具有较高的径流速度。刚进入河中的新侵蚀土壤是主要问题。考虑到坡度和通道选择,该站点的设备通道有限。填满石笼的石笼是解决该侵蚀问题的原始计划,但是鉴于现场条件,成本以及健康与安全方面的考虑,还需要另一种解决方案。基于成本和易于安装的解决方案是草皮增强垫(TRM)和天然植被的替代系统。 根据萨斯喀彻温省高速公路的流量值和其他数据,安装了多孔沟渠检查系统以降低TRM上的初始速度,直到建立植被为止。用多年生和一年生草混合的秋天黑麦作为植被覆盖物。安装工作于2005年7月开始,在陡坡上的工作被证明是一项挑战。 TRM安装在现有的3层宽的石笼网筐下。将8英寸的订书钉和18英寸的木桩以7 / m〜2的速度放入,以将毯子固定到土壤上。然后沿河道底部并在斜坡的上方部分以1 m的间隔安装沟渠检查装置,以消散水的流动能。秋季黑麦沿底部迅速出现。由于无法将种子保持在1:1的坡度,因此侧面坡度参差不齐。秋季,该地区重新种植了混合植物,以期在侧坡上种植更多的植被。迄今为止,在该结构上发生的大雨事件几乎没有引起任何问题。 总体而言,该项目进展顺利。该项目节省的成本可观,至少是原始报价的1/4。安装所需的时间也缩短了75%。自安装以来,已经出现了超过225毫米的雨水并按预期工作。鉴于迄今为止的性能,萨斯喀彻温省高速公路肯定会考虑使用TRM而不是石笼网来节省成本,简化安装和功能。

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