基于非对称链路的SACK算法改进*

TCP/IP已成为事实上的Internet标准协议,作为Internet扩展的非对称网络环境也必将采用它。通过对非对称链路上拥塞控制问题及当前主要算法的讨论,针对其中存在的不足,基于目前的TCP拥塞控制机制,提出了一种适于非对称链路的SACK改进算法,提高了多个丢失分组的重传效率和网络吞吐量。     

基于Internet/Intranet信息网络系统开发平台的研究与实现

构造Intranet平台是Internet应用的一个重要方面,本文以构筑Internet/Intranet网络教室为背景,详细探讨了构造Intranet平台的关键技术和实现方案.     

计算机辅助激光成像雾滴尺寸测量系统

文章研究了计算机辅助激光成像测量雾滴尺寸的方法,分析了系统的学系统、光电二极管阵列及其光电检测系统和数据采集系统等.     

一种前馈广义预测控制算法的研究及其仿真

研究了原油常压蒸馏塔的前馈广义预测控制算法 (GPC) ,克服了可测扰动对系统的作用。建立了以进料温度为可测扰动的常压塔常一线温度控制的CARIMA模型 ,实现了前馈GPC算法的仿真 ,验证了该算法对具有可测扰动的过程系统具有良好的控制作用 ,使系统具有良好的鲁棒性。     

N-苯基马来酰亚胺的合成

以顺酐和苯胺为原料，磷钨酸作催化剂，磷酸作脱水剂，采用两步法制得N-苯基马来酰亚胺，得到最佳反应工艺条件，产品收率为88．7％，纯度为98．2％(质量分数)。     

K_2CO_3/Al_2O_3催化丙醛缩合制备2-甲基-2-戊烯醛

制备了K2CO3/Al2O3固体碱催化剂,并将其用于催化丙醛缩合合成2-甲基-2-戊烯醛。当反应温度为85℃,反应时间1 h,溶剂乙醇10 mL,丙醛用量9.4 mL,催化剂用量为1.0 g时,2-甲基-2-戊烯醛的产率可达71.2%。固体K2CO3不具备催化性能。     

略论盐城“水利梦”

认真学习领会习近平总书记提出的"中国梦",结合实际,论述了如何转化为干好盐城水利工作的动力,见诸行动,出实策、鼓实劲、办实事,力争实现盐城的"水安全梦"、"水资源梦"、"水环境梦"、"水生态梦"、"水经济梦"和"水文化梦",同心践行和助力"中国梦",真正实现人水相依、和谐共生、良性循环、全面繁荣。     

从监测资料看冶勒大坝右岸排水孔灌浆及边坡反滤排水保护处理效果

从排水孔排水量、含沙量、渗流量、地下水位以及边坡出水点等方面,结合渗流量BP网络模型分析预报结果,分析评价了冶勒大坝右岸排水廊道排水孔灌浆及8号沟左侧边坡反滤排水保护处理效果。结果表明:处理后初期,个别排水孔排水出现异常增减、浑浊,局部地下水位发生较大变化,之后逐渐稳定;总渗流量逐年减小并趋于平稳,但渗流有向河床部位移动趋势;边坡出水情况有所改善。排水孔灌浆和边坡反滤排水保护处理具有一定效果。同时,对今后的监测、计算和处理工作亦提出粗浅建议。     

Triangular element partition method with consideration of crack tip

In fracture simulation,how to model the pre-existing cracks and simulate their propagation without remeshing is an important topic.The newly developed triangular element partition method(TEPM)provides an efficient approach to this problem.It firstly meshes the cracked body regardless of the geometry integrity of the interesting object with triangular elements.After the meshing procedure is completed,some elements are intersected by cracks.For the element intersected by a crack,the TEPM takes the element partition technique to incorporate the discontinuity into the numerical model without any interpolation enrichment.By this approach,the TEPM can simulate fracture without mesh modification.In the TEPM,all the cracked elements are treated as the usual partitioned elements in which the crack runs through.The virtual node pairs(the intersection points of crack faces and elements)at the opposite faces of the crack move independently.Their displacements are respectively determined by their neighbor real nodes(nodes formatted in the original mesh scheme)at the same side of the crack.However,among these cracked elements,the element containing a crack tip,referred to as the crack tip element thereafter,behaves differently from those cut through by the crack.Its influence on the singular field at the vicinity of the fracture tip becomes increasingly significant with the element size increasing.In the crack tip element,the virtual node pair at the crack tip move consistently before fracture occurs while the virtual node pair separate and each virtual node moves independently after the fracture propagates.Accordingly,the crack tip element is automatically transformed into the usual partitioned element.In the present paper,the crack tip element is introduced into the TEPM to account for the effect of the crack tip.Validation examples indicate that the present method is almost free from the element size effect.It can reach the same precision as the conventional finite element method under the same meshing scheme.But the TEPM is much more efficient and convenient than the conventional finite element method because the TEPM avoids the troubles that the conventional finite element method suffers,e.g.,the meshing problem of cracked body,modification of mesh scheme,etc.Though the extended finite element method can also avoid these troubles,it introduces extra degrees of freedom due to node interpolation enrichment.Due to the simplicity of the present TEPM,it is believed that its perspective should be highly inspiring.     

亭子口水利枢纽电站水轮发电机组选型设计及主要技术问题探讨

根据亭子口水利枢纽电站的具体运行特点,参考国内外同类电站资料及机组制造商的设计制造水平,针对亭子口水利枢纽电站水头较低、机组尺寸较大等特点,对水轮发电机组参数、水轮机运行稳定性、定子、转子和推力轴承等机组选型和结构设计中的主要问题进行了分析,并提出了相应的对策.