水闸管理的微机通信网络

在水闸管理上,以多台Tp801单板微型计算机、输入输出接口电路、SIO串行通信接口电路、Tp801D板、12吋绿色显示器、打印机等组成一种远距离传送数据的微机通信网络,它利用电话线路作为数据传输的通道,在淮阴市盐东控制工程管理处投付使用。运行稳定,性能可靠,于1985年9月通过技术鉴定。     

清远枢纽二线船闸混凝土通水冷却智能控制

水管通水冷却是大体积混凝土温度控制最常采取的施工温控措施之一,人工操作劳动强度大,成本高.针对船闸结构混凝土温控特点,依据有关规范和借鉴地下水工衬砌混凝土通水冷却智能控制经验,确定了结构混凝土通水冷却智能控制3个参数(通水时间、冷却水温和温降速率),提出了内部温度曲线控制目标和智能控制技术方法,并配套研制了智能化控制设...     

海河二道闸和防潮闸优化调度研究

汛期为腾空海河河道并保证二道闸下咸水不致上溯，二道闸闸下水位应控制在1.0m左右。利用一维非恒定流模型对海河自西河闸至入海口河段进行数值模拟，研究了西河闸分流量为80、100、120m3/s3种情况下，海河防潮闸和二道闸优化调度结果。     

The Software System for Computation and Drawing of Ship Properties

The softwa re system suggested in this paper is applied to replace the traditionalhanded-computation forms. It uses the cubic sample interpolation and numerical integral,and is writ-ten with FORTRAN according to the accurate formula. With this software system,the nine sorts ofcomputation results of ship properties can be obtained. The system is con nected through SCR filewith AutoCAD,and ean draw automatically eleven sorts of pictures according to the computation re-sults.     

弧形钢闸门抗滑稳定可靠性分析

以弧形钢闸门自重、静水压力、闸墩及护坡自重、闸墩基础与地基间的摩擦系数和基底粘着力等因素作为随机变量,探讨了弧形钢闸门抗滑稳定可靠性分析方法,建立了抗滑稳定极限状态方程。结合工程实例对弧形钢闸门抗滑稳定可靠性进行了定量分析,可靠性指标b为4.1688,失效概率Pf为6.717×10-5,并与传统的容许应力法作了比较。结果表明,该方法更科学、更合理、更具有实际意义。     

闸门的优化设计

用平面体系的方法进行结构分析，对排灌机械中平面钢闸门的面板－梁格体系的优化设计进行了探讨，用边界搜索法将有约束优化问题转换为无约束优化问题，给出了优化设计程序框图进行实例理论验证，结果表明，彩本文介绍的优化方法设计，闸门的叶体积可减小２０％左右。     

A study of water distribution from a branch to distributary canals: A case study of Gugera Branch,Punjab, Pakistan

This study was conducted on Gugera Branch of Lower Chenab Canal, Punjab, Pakistan. Sample distributaries off taking from Gugera Branch were selected for the study. The existing conditions of water distribution among the distributaries were studied. Field data were collected during the whole of 1988. Field observations suggested that the variability at the head of distributaries is much greater than the variability in the Gugera Branch under existing operational practices. The distribution of water among the distributaries is rarely in accordance with design criteria. Some channels get priority over other channels. The annual closure period varied from 17 to 41 days for different channels. The discharge at the head of distributaries remained lower than the standard operational range for 69 to 183 days in a year. The data suggested that a regulating gate at the head of the distributary can reduce discharge variation up to 2.4 times compared with a Karrees System (wooden stop logs used for water regulation). The data indicated that the adjustments in the head gate of a distributary on daily basis can substantially improve discharge conditions at the head of distributary. Rotational schedules are not being followed as per design and need to be improved. Most of the existing head discharge relationships of discharge measuring structures are not reliable. A frequent calibration of these structures is recommended.     

上海青浦章浜河泵闸自动控制系统的设计

结合上海市青浦区章浜河泵闸系统的设计，提出了泵闸自动控制设计方案的新思路，该方案对中小型泵闸而言，具有结构简捷，运行可靠和性能价格比高的特点，泵闸运行实践表明，系统完全达到了设计要求，适宜于在中小型泵闸领域推广。     

船用喷水推进器内部流动特性分析

为了解航速对船用喷水推进器内部流动特性的影响,以轴流式喷水推进器为研究对象,基于ANSYS-CFX软件,采用N-S基本方程和标准k-ε湍流模型,对以额定转速5500 r/min以及不同航速条件下的喷水推进器进行全流域定常数值模拟,得到了不同航速下喷水推进器叶轮叶片在不同切面上的压力载荷情况,各个过流部件上的湍动能变化规...