The thixotropy properties and the motion law of a sphere in the Bingham fluid have studied. Through observation of the setting motion of a single sphere in the Bingham fluid on the X-ray screen, it has been discovered that the mud in estuaries and along sea bay, and the hyperconcentrated flow all behave as the Bingham fluid with thixotropy properties as the large sediment concentration. Through derivation, the theoretical relationship between the yield stress and non-setting maximum sphere supported by the stress for the Bingham fluid has been developed, the equations for calculating the increasing yield stress and the non-setting maximum sphere diameter with the duration at rest of the slurry have been obstained. In consideration of the effect thixotropy on the fluid motion. The Navier-Stokes equation group for the Bingham thixotropy fluid has been developed. Through future study of the flow boundary condition of setting motion of a single sphere in the Bingham thixotropy fluid. And the solving of the Navier-Stokes equation group under the small Reynolds number. The theorecital equation of the drag force of the Bingham thixotropy fluid flowing around a sphere has been deduced. The theorecital relationship between drag coefficient and Revnolds number has been derived. By use of the experimental data of rheological test of various slurries measured with viscometer and those of single sohere motion observed on the X-ray screen, the above equation have been verified. The equations are in good agreement with the experimental data for various slurries.

研究了感潮河网的水环境容量。研究表明影响感潮河网水环境容量的主要因素为: 潮汐作用、调蓄库容、水利工程的调控运行、污染物的降解系数和边界引水水质。基于感潮河网水质模型, 完善了其水环境容量的计算方法。以上海市浦南东片河网为例,分析了感潮河网水环境容量在上述因素影响下的时空变化规律,并提出了相应条件下的污染物日允许排放量。

对H.A.爱因斯坦等国内外数10种不同形式和结构的泥沙启动条件进行分析研究，统一转化为无因此起动切力 θc=γc/(νc-ν)d 的形式，并分析计算出无粘性均匀沙的 θc 值。一般来讲， 是界于0.0231～0.0716之间的一个常数值。从分析结果可看出各种公式之间的差别，为使用选择公式提供了科学的依据。

It has been discovered through experiment that the slurries at Huayuankou on the Yellow River, Lianyuangang, Dmgang, Yangtze River estuary, Dunkerque of France, etc. all behave as the Bingham fluid with thixotropic properties as the sediment concentration is large. Consequently, the setting velocity of a sphere, the maximum diameter of non-setting sphere and the shear stress of incipient motion of cohesive sediment in the slurry change significantly with the duration of rest after the slurry is strongly agitated, Based on the above fact, the quantitative relationship between the shear stress of incipient motion of cohesive sediment and the factors of the sediment concentration, the particle size, the yield stress measured by the viscometer and the duration of rest after agitation(consolidation time), etc, has been developed, and good results have been obtained, The condition of incipient motion of non-cohesive sediment obtained by various investigators have also been transformed to the dimensionless critical shear stress θ. It is found that the various values of θ, in general, come between Einstein’s 0.0715 and Shamofu’s (Шамов) 0.0245.

研究了连续点源污染物在近区的垂向扩散规律.通过理论推导,得出垂向均匀混合距离和部分混合水深的函数关系式,用实际资料验证取得较好结果. 将该成果用于改进传统的全场水深平均的二维计算模型,解决了传统模型计算点源污染带时,近区浓度场计算值偏小的缺点. 用改进模型来计算浓度场不仅节约了计算时间,而且大大地提高了近区浓度的真实性.