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REHABILITATION OF LAKE SHERBURNE DAM OUTLET WORKS USINGSILICA FUME CONCRETE

机译:用二氧化硅烟雾混凝土修复SHERBURNE DAM出口的工程

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Lake Sherburne Dam, located on Swift Current Creek, a tributary of the St. Mary River,near the east boundary of Glacier National Park, is a principal component of the MilkRiver Project, which furnishes water for the irrigation of approximately 110,300 acres ofland in north central Montana, approximately 90 miles northeast of Kalispel. The damwas completed in 1921. The outlet works and spillway both discharge into a doublebarreledconduit. Each barrel of the conduit is 6-feet-wide by 8-feet-high, with a crownradius of 3 feet and an invert radius of 5 feet. Active landslide activity in areas along thereservoir rim results in the entry of a significant amount of gravel, cobbles, and bouldersinto the reservoir. A portion of this debris eventually travels to the intake structure of theoutlet works and is carried by high velocity flows through the double-barreled conduitduring reservoir releases. The abrasive action of this debris on the conduit over the yearshas resulted in significant erosion of the conduit inverts and walls. A project wascompleted in 2007 and 2008 which rehabilitated the conduit by restoring the originalgeometry of the inverts and walls using silica fume concrete. The high compressivestrength of silica fume concrete is believed to provide a longer service life than aconventional concrete repair given the severe abrasive loading acting on the conduit. Therepair thickness varied between 5 to 6 inches and included one layer of #4 reinforcement.The repair was anchored to the existing concrete using epoxy concrete anchors.Contraction joints were spaced at 10 feet along the length of each conduit, andhydrophilic strip waterstop surrounded the perimeter of each repair section.
机译:舍伯恩湖大坝,位于圣玛丽河的支流斯威夫特卡特尔克里克(Swift Current Creek), 靠近冰​​川国家公园东边界,是牛奶的主要成分 河流项目,为大约110,300英亩的农田灌溉提供水 降落在蒙大拿州中北部,距卡利斯佩尔(Kalispel)东北约90英里。大坝 于1921年完工。出口和溢洪道均排入双管式 导管。导管的每个桶宽为6英尺,高为8英尺,并带有表冠 半径为3英尺,倒转半径为5英尺。沿岸地区活跃的滑坡活动 储层边缘导致大量砾石,鹅卵石和巨石进入 进入水库。这些碎片的一部分最终到达了进气口的入口结构。 出口工作并由高速流经双管导管 在储层释放期间。多年以来,这些碎片对管道的磨蚀作用 导致导管内壁和内壁受到严重侵蚀。一个项目是 在2007年和2008年完成,通过恢复原始管道修复了管道 硅粉混凝土的内壁和内壁的几何形状。高抗压 硅粉混凝土的强度被认为比硅粉混凝土具有更长的使用寿命。 常规的混凝土维修是由于管道上承受了严重的磨料负荷。这 修补厚度在5到6英寸之间变化,并包括一层#4增强材料。 使用环氧混凝土锚将修补物锚固到现有混凝土上。 伸缩缝沿每个导管的长度间隔10英尺,并且 亲水性带状止水带环绕着每个修复部分的周围。

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