Physical model study of rock scour in unlined rock spillways

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Michael F. George , Nicholas Sitar
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Abstract

Scour of rock by flowing water is an integral process in the evolution of natural landscapes as well as a critical hazard for key infrastructure such as dams, spillways, bridges and tunnels. The removal of individual blocks of rock is one of the primary mechanisms by which rock scour can occur. Field investigation of a prototype unlined rock spillway site in the Sierra Nevada Mountains in northern California was used as a basis for the development of an extensive series of physical model experiments, which were complemented by theoretical, deterministic, and stochastic analyses based on 3D block theory. A scaled physical hydraulic model, loosely representing conditions at the field site was used to investigate a broad range of variables and flow conditions not readily achievable in a field setting. For the model, an instrumented 3D block mold was constructed that could be rotated with respect to the flow direction to study the influence of discontinuity orientation on block erodibility. These experiments were the first of their kind to use a non-prismatic 3D rock block, such that the full 3D kinematic conditions associated with the block geometry could be represented. The block erodibility threshold was found to be highly dependent on the flow direction. Pressure values, represented by the dimensionless dynamic pressure coefficients were determined as a function of the block mold orientation, turbulence intensity, block protrusion height, and flow velocity. Overall, the average hydrodynamic pressures on block faces were found to be adequate in the evaluation model block stability. The trajectory of the blocks through the removal process obtained from camera recordings and from proximity sensor data were plotted on whole sphere stereographic projections to analyze the specifics of the kinematic constraints for each condition. Thus, three separate block response modes were observed based on the kinematic constraint related to the block geometry and orientation.
无衬砌溢洪道岩石冲刷物理模型研究
水流对岩石的冲刷是自然景观演变的一个重要过程,也是大坝、溢洪道、桥梁和隧道等关键基础设施的严重危害。单个岩石块的移除是岩石冲刷发生的主要机制之一。在加州北部内华达山脉对一个原型无衬里岩石溢洪道遗址进行了实地调查,作为开发一系列广泛的物理模型实验的基础,并辅以基于3D块体理论的理论、确定性和随机分析。一个比例物理水力模型,松散地代表了现场的条件,用于研究在现场环境中不易实现的广泛变量和流动条件。针对该模型,构建了可随流动方向旋转的三维块体模具,研究了不连续取向对块体可蚀性的影响。这些实验是第一次使用非棱柱形3D岩石块,这样就可以表示与块几何形状相关的完整3D运动学条件。块体可蚀性阈值与水流方向高度相关。由无因次动压力系数表示的压力值是块模方向、湍流强度、块突出高度和流速的函数。总的来说,在评价模型块体稳定性时,发现块体表面的平均动水压力是足够的。通过摄像机记录和接近传感器数据获得的移除过程中块的轨迹绘制在整个球体立体投影上,以分析每种条件下运动约束的具体情况。因此,基于与块体几何和方向相关的运动学约束,观察到三种不同的块体响应模式。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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