应用KINEROS2模型对土质道路侵蚀过程的模拟

土质道路在三峡库区分布广泛,是库区泥沙重要来源地之一。在考虑道路的水沙效应基础上,结合野外调查和相关研究将三峡库区土质道路分为3级,Ⅰ级车流量大,主要为集镇之间的道路;Ⅱ级是Ⅰ级与大型村落间的道路;Ⅲ级多见于Ⅰ或Ⅱ级至农户的道路。为了有效评估其侵蚀风险、预测径流和侵蚀速率,以3级土质道路的人工降雨资料为基础,应用KINEROS2模型对土质道路的侵蚀过程进行了模拟。结果表明,径流量误差在3.6%~14.7%,侵蚀量的误差在4.5%~31.8%,对人为干扰相对较小的Ⅲ级道路模拟效果要好于Ⅰ级或Ⅱ级道路。土壤流失过程的模拟效果相对较差,初期明显低于实测值,而后期则高于实测值。     

Displacement Response Reconstruction of Slender Flexible Structures Based on Cubic Spline Fitting Method

How to reconstruct a dynamic displacement of slender flexible structures is the key technology to develop smart structures and structural health monitoring(SHM), which are beneficial for controlling the structural vibration and protecting the structural safety. In this paper, the displacement reconstruction method based on cubic spline fitting is put forward to reconstruct the dynamic displacement of slender flexible structures without the knowledge of modeshapes and applied loading. The obtained strains and displacements are compared with the results calculated by ABAQUS to check the method's validity. It can be found that the proposed method can accurately identify the strains and displacement of slender flexible structures undergoing linear vibrations, nonlinear vibrations, and parametric vibrations. Under the concentrated force, the strains of slender flexible structures will change suddenly along the axial direction. With locally densified measurement points, the present reconstruction method still works well for the strain concentration problem.