空间效应离心结构模型试验相似材料的研究

 根据相似理论对离心相似模型材料的特点进行了分析，对离心相似模型材料的准备、力学性能的测试方法及应用进行了归纳和分析。通过分析，探明了离心结构模型材料的选择方法和范围。     

Optimization of recharge and pumping rates by means of an inverse 3D model

The paper concerns the optimization of pumping and artificial recharge rates under hydraulic head constraints. This optimization is accomplished by means of an inverse three-dimensional (3D) model which is a combination of a numerical model, sensitivity analyses and nonlinear regression. The optimization criterion used is the minimization of the sum of the squares between the calculated and the desired water table maps. These maps were established for the end of each month of the period from December to August so that the annual average flux is outward from the modeling area. This outward flux will push back the salt water intrusion. The assumed natural recharge rates of the different months equal the mean values of the period 1958–1977. The aquifer parameters describing the water conducting and storing properties are also required as input data as well as the initial hydraulic heads. The optimized parameters are the artificial recharge rates of the months December, January, February and March and the pumping rates of the months April, May, June, July and August. For the first-mentioned months, the pumping rates are considered as known. During the last-mentioned period, no artificial recharge is possible. A unique solution is obtained. To check the optimized rates, a water balance is made. With this balance, it is shown that the treated phreatic aquifer can be used as a subterranean reservoir to store water that is abundantly present in the winter until the summer when water demand is large. It is also proved that the salt-water intrusion can be stopped by the temporal storage of the artificial recharged water.     

An ARMA-type section model for average ten-day streamflow synthesis

Most of the rivers in Taiwan are short and run on a steep slope due to the island's topography. Because of the weak correlations of streamflow in time and the occurrence of extreme events such as typhoons, classical autoregressive-moving average (ARMA) models have difficulties in forecasting and synthesizing the average 10-day streamflow in Taiwan. In this study, the synthesis of the average 10-day streamflow of the Tanshui River in Taiwan is accomplished by a section model. The model divides the year-round streamflow records into several sections according to their distinguishable patterns, and each section is modeled by a separate ARMA model. For parameter control, a heuristic grouping procedure, based on statistical inference of the random noise part, is used to separate a year into a minimum number of sections. The section separation procedure follows the general precipitation pattern in a year. The case study results indicate high statistical agreement between synthesized series and historical records. Additionally, a new procedure, extended autocorrelation function (EACF), is introduced and applied in this study to assist in model identification.     

蓄滞洪区洪水演进模拟

系统地研究了描述洪水在蓄滞洪区内演进过程的一不恒定流模型和二维流模型，突出对河流与沿河堤外洼地间水流交换的描述和对淹没区各蓄水单元间水流交换的描述及河流与调蓄区水流连接的描述，最后简要介绍了实例。     

高拱坝泄洪振动水弹性模型

以小湾工程为背景，通过水弹性模型实验，判断高拱坝泄洪所引起的振动和影响，采用自己研制的物理和力学性能优良的加重橡胶材料，在计算机的辅助下，建成了１：１５０比尺的水弹性实物模型，完善了对库水－地基－坝体－脉动荷载相互作用的模拟；采用先进的测试手段和分析软件包，对该模型的模态和多种工况泄水响应进行了全面的测试与分析，并采用计算机数值模拟与实验成果相结合的方法对坝身泄洪振动进行了结构动力分析及反分析和反     

天然分汊河流的平面二维数值模拟

利用边界拟合坐标变换系统下的计算区域分解－组合处理技术、支流耦合迭代计算方法、支流迭合对接型坐标变换网格与非对接型流网正交坐标系统等新思想建立了适应很复杂河道情况与水力条件的平面二维天然分汉河流的流场与浓度场的数学模型．并通过计算实例验证了模型在工程中应用的可靠性与有效性．     

灰色系统模型在坝基位移预测中的应用

本文应用灰色系统理论对坝基位移观测数据序旬进行了分析，提出了等维新息模型存在着最佳维数区这一观点，建立了位移预测灰色模型，并将其成功地应用于千亩岙土坝沉降和侧向位移的预测，文中还讨论了位移预测灰色模型成功建模的条件及其应用于大坝安全监控的可能性。     

黎河河道演变的数学模型——天然河道用作输水通道后的演变

天然条件下的山前性河流黎河被用作引滦入津的输水河道，来水条件的巨变和大量工程引起的河床调整，为研究这一调整我们建立了具有如下特点的数学模型：1、考虑了自上而下床沙粒径的巨大变化；2、反映了卵石夹沙河床宽级配的输沙特点以及清水冲刷时的粗化过程；3、模拟了粘性土河床的冲刷特性；4、考虑了跌水坎的不规则断面宽顶堰的过流特点以及有工程措施和人为干扰下的河床演变特点。本文介绍了上述数学模型的主要内容，这对于其它跨流域引水工程和河道治理工程有参考价值。     

污灌污染系统整体数学模型

依据污染物的迁移转化途径，建立了模拟预测迁移型污染物变化的整体数学模型，整体模型由表土层模型、下包气带模型、含水层模型组成，表土层模型为黑箱模型，下包气带模型为一维垂向迁移模型，含水层模型为二维平面迁移模型，子模型之间用流量和污染物浓度耦合·在河北省新河县污灌试验区进行的实例应用中，对求解复杂的含水层模型，采用美国IOWA大学教授陈景仁提出的有限分析法求解，经实测资料验证，整体模型是可靠的，并模拟预测了该区在现状污灌状态下，迁移型重金属As、Cr 6和可降解有机物BOD、COD的变化趋势，及其达标年限     

高浓度固液混合流的湍流模型

建立了高浓度固液混合流的湍流模型，分析了混合流的应力（包括颗粒碰撞应力、粘性应力、湍流应力及Ｃｏｕｌｏｍｂｉｃ摩擦应力）。根据高浓度混合流中颗粒的受力，得出了颗粒运动的力平衡方程。由于引入颗粒碰撞应力和Ｃｏｕｌｏｍｂｉｃ摩擦应力，本模型较其它模型更适合具有高浓度和大颗粒的流场。利用本模型模拟的高浓度含沙水流在水平管道中的流动特性，其数值结果与前人所做的实验结果较一致。