The deformation and stability of soft rock slope under excavation and rainfall, as well as the effect of the supporting system on slope deformation are analyzed by physical modeling.
通过地质力学模型试验，研究软岩高边坡在开挖及降雨时坡体的稳定性及变形变化规律，分析支挡结构对边坡变形的影响机理。
The improvement of the accuracy of rainfall-overland flow modeling is helpful for establishing the mathematical model of rainfall-erosion processes on the loess slope.
坡地降雨漫流过程模拟精度的提高为进一步建立黄土坡地雨洪侵蚀过程数学模型打下了基础。
It provides approaches to make full use of available spatial technologies and data for rainfall-runoff modeling and technical improvement of hydrological forecast.
这对充分利用现有空间技术和空间数据进行降雨-径流模拟并改进水文预报方法提供了研究途径。
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