A reservoir operational rule for irrigation in Japan

Operation of a reservoir for irrigation is more complicated and difficult than that for domestic water supply in Japan, owing to the fact that a requirement for irrigation takes various value depending upon effective rainfall on farmland, soil condition, and so on. Therefore, the reservoirs should be operated to correspond with demand, inflow, and unknown droughts occurring in the future. However, the reservoirs have been operated under operators' experiences without formal operational rules, because any effective theories or methods have been neither developed nor used in Japan at present.On operation of the reservoirs, there are two targets — promotion of effective release and restriction of release in preparation for droughts — conflicting with each other. It is useful to set up the operation with Required Storage for Drought Curve (RSDC) Method to achieve reasonable operation harmonizing those two targets. RSDC is composed with Target Line (TL) and Restrictive Release Lines (RRLs). TL is a target storage level to guarantee that storage will never empty until the end of the irrigation period under a certain probability. If actual storage remains above TL, effective release will be promoted. RRLs are storage levels pointing out the basis of restricting release. If actual storage falls below TL, release will be restrained in accordance with RRLs in order to get over uncertain droughts occurring in the future.In this paper, the theory of RSDC is described and the effectiveness of Rule Curve (RC) based on RSDC Method is illustrated by simulation on a single reservoir for irrigation.     

柴油机高压共轨电控喷射系统的设计开发

介绍了柴油机高压共轨电控喷射系统的组成与结构、电控单元ECU硬件电路的设计,嵌入式操作系统L inux应用在电控单元中。     

Case study on an integrated operation planning of multiple reservoirs for irrigation in Japan

In spite of several attempts at integrated operation planning, multiple reservoirs in Japan have been operated by trial and error without any formal rules. Subjects of integrated operation are not only showing optimal usage of daily storage levels as an operational policy but also providing a countermeasure for droughts.Objectives of this study are to make a formal operation rule of multiple reservoirs for irrigation using the theory of Required Storage for Drought Curve (RSDC) Method and to propose operational policy for multiple reservoirs as large water supply systems. The Iwaki river basin, on which there are four reservoirs for irrigation parallel with each other, is considered to be a model river basin with a large water system for this case study.From results of simulations using historical data, comparing an individual operation rule with an integrated operation rule on several indices, effectiveness of the latter rule is recognized. Under integrated operation, water losses are minimized and excessive water conservation can be avoided over the whole area to benefit while target river discharge is maintained at key control points because water usage from all reservoirs is well balanced in relation to water availability.     

灌溉兼防洪水库的优化调度

我国干旱半干旱地区，天然降水量少且时程及地域相差大，并有很大的随机性。对有水库调节的地区，如何处理天然降水的随机性，合理利用有限的水资源，解决人畜饮水、工业用水、林业及农业灌溉耗水，使其在各种情况下都能达到最佳的社会效益和经济效益，该文选用动态规划法，编制的电算程序，很好地解决了这一问题。     

装载机钢圈的参数化设计

主要利用计算机CAD/CAE/CAM技术,针对钢圈产品的结构特点,使用Solid Edge软件建立钢圈的三维模型。并基于Solid Edge数据库开发技术利用vb语言对钢圈产品进行参数化设计,开发了相应的参数化设计软件。重点介绍了钢圈产品参数化设计过程、系统功能及其实现。通过参数化软件的建立,提高产品的可定制性和设计速度,减少大量的重复的绘图工作,为钢圈的结构优化提供了有利的工具。     

高速柴油机配气机构凸轮型线设计

概述了配气机构凸轮型线的设计方法。根据配气机构振动特征数ε确定了两种型线函数(组合式和高次方式),对4108型高速柴油机凸轮型线进行了设计计算,并对配气机构进行了动力特性计算。在相同的初始条件下,比较了两种型线的各种性能参数的差别,对两种凸轮型线的优劣作出了评判。     

优化运行理论在泵站综合自动化系统中的应用

利用改进的神经元网络构建了泵站流量以及效率预测模型，并利用改进的遗传算法构建了泵站优化模型。将这两个模型应用到泵站综合自动化系统中，可以完成对泵站流量及效率的准确预测，并在此基础上实现泵站的优化运行。讨论了泵站优化运行理论在泵站综合自动化系统中应用的步骤和方法。     

BY-150型种子包衣机检测控制系统设计

包衣机在批量加工流程中需要针对供种量和进液量等重要参数进行检测,否则无法保证良好的包衣效果。为此,设计了一种包衣机检测控制系统,可实现对供种量和进液量参数信息的检测和控制。同时,需在供种量检测模块的硬件选型和电路设计中采用尽可能多的抗干扰措施保证种子质量的检测精度,在进液量检测模块的设计中通过采用主板信号控制动作启动、传感器检测电路直接控制动作结束的方式保证进液控制的稳定性,并通过液晶触摸屏为用户提供一个简单直观的人机交互方式。整个系统稳定可靠、抗干扰性好,满足预期的精度要求,包衣效果良好。     

免耕精量直插点播偏置滑块机构的参数优化

以免耕直插式精量点播器的偏置滑块机构为研究对象,为实现该点播器接近零速投种对其结构参数进行优化分析。对偏置滑块的偏置距离e在[0,25]内抽出11组进行仿真分析。优化分析的结果表明:滑块偏置的距离e=10mm,点播器的鸭嘴入出土位移差s=68mm,鸭嘴在入出土瞬时速度v=42mm/s,曲柄摆角θ=30°。     

Sensitivity analysis of optimal operation of irrigation supply systems with water quality considerations

A model for optimal operation of water supply/irrigation systems of various water quality sources, with treatment plants, multiple water quality conservative factors, and dilution junctions is presented. The objective function includes water cost at the sources, water conveyance costs which account for the hydraulics of the network indirectly, water treatment cost, and yield reduction costs of irrigated crops due to irrigation with poor quality water. The model can be used for systems with supply by canals as well as pipes, which serve both drinking water demands of urban/rural consumers and field irrigation requirements. The general nonlinear optimization problem has been simplified by decomposing it to a problem with linear constraints and nonlinear objective function. This problem is solved using the projected gradient method. The method is demonstrated for a regional water supply system in southern Israel that contains 39 pipes, 37 nodes, 11 sources, 10 agricultural consumers, and 4 domestic consumers. The optimal operation solution is described by discharge and salinity values for all pipes of the network. Sensitivity of the optimal solution to changes in the parameters is examined. The solution was found to be sensitive to the upper limit on drinking water quality, with total cost being reduced by 5% as the upper limit increases from 260 to 600 mg Cl l^–1. The effect of income from unit crop yield is more pronounced. An increase of income by a factor of 20 results in an increase of the total cost by a factor of 3, thus encouraging more use of fresh water as long as the marginal cost of water supply is smaller than the marginal decrease in yield loss. The effect of conveyance cost becomes more pronounced as its cost increases. An increase by a factor of 100 results in an increase of the total cost by about 14%. The network studied has a long pipe that connects two distinct parts of the network and permits the supply of fresh water from one part to the other. Increasing the maximum permitted discharge in this pipe from 0 to 200 m³ h^–1 reduces the total cost by 11%. Increasing the maximum discharge at one of the sources from 90 to 300 m³ h^–1 reduces the total cost by about 8%.