非均匀悬浮负载的非平衡传输（ hydro科学与工程）
The book is based on stochastic theory of sediment motion, particularly the theory of transition intensities.
It provides a complete theory and equation system of non-equilibrium transport of non-uniform suspended load. The content proposed theory reports, for the first time in literature, the general boundary condition of diffusion equations of non-equilibrium transport with transition intensities. The book also introduces the theoretical expressions of size distribution of the carrying sediment capacity, efficient bed material grade, and saturation recovery coefficient
This book describes the application of non-equilibrium transport theory and provides solutions to some long-standing unsolved controversial problems related to sediment transport. It establishes a generic mathematic model of reservoir sedimentation and river channel evolution; illustrates the same transport regulars of wash load and bed material load; demonstrates the multi-valued nature of carrying-sediment capacity and its single-valued consideration; and describes the mechanism of bed material coarsening.
This book is of interest to a wide audience including students, technicians, and academics, primarily working in the field of river hydra-dynamics. In addition, this book receives attention from the research community working in fields, such as hydrogeology, hydraulic engineering, river navigation, wastewater treatment, and environmental protection
该书基于随机理论对沉积物运动，特别是转移强度理论。
它提供了一套完整的非平衡传输的非均匀悬浮负荷的理论和方程式系统。提出的理论报告了首次在文献中报道的转移强度驱动的非平衡传输扩散方程的一般边界条件。本书还介绍了颗粒分布承载沉降能力、有效床物质等级以及饱和恢复系数的理论表达式。
该书描述了非平衡传输理论的应用，并提供了解决一些长期存在的未解决争议问题的一些解决方案。它建立了水库沉积和河流演变的一般数学模型；展示了淘汏负荷与床物质负荷相同的传输规律；阐述了承载沉降能力多值性及其单值考虑；并描述了床物质粗化机制。
该书对广泛的受众感兴趣，包括学生、技术人员和学者，主要在河流动力学领域工作。此外，这本书还引起了地下水学、水利工程、航道管理、废水处理以及环境保护等领域研究人员的关注。
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