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%.     

21世纪我国沿海地区城镇居民食品消费需求分析

利用2000~2004年12个省市面板数据构建消费需求Working模型,实证分析了21世纪我国沿海地区城镇居民食品需求情况。结果表明,沿海地区城镇居民食品消费结构发生了深刻变化,对外用餐、奶类和瓜果类需求会进一步扩大,而对其他食品的需求会减少,这对我国农业生产和餐饮服务业发展具有十分重要的意义。     

穴盘播种控制器中的多任务分析与实现

在穴盘播种控制器的软件系统开发时，通过对穴盘播种控制器中存在的任务进行分析，运用实时系统前后台编程方式，合理使用单片机的中断系统，进行了播种器的控制软件设计。最后对软件性能进行了分析。经实际运行结果表明，该软件系统可以很好地满足播种器的实际工作要求。     

履带拖拉机支重轮的塑变磨损研究

采用有限元分析方法对履带拖拉机支重轮在工作过程中所受接触应力进行了计算，并进行了实验室磨损试验和试车磨损试验，深入研究了支重轮的磨损形变机制。结果表明：支重轮由于具有较低的轮面硬度和较大边缘接触应力，因此在较短的工作期间内发生严重的塑变磨损，进而产生变形、失效；感应加热表面淬火可以大幅度提高支重轮的轮面硬度，能够有效提高支重轮的耐磨性。     

Farmers' Attitudes to the Benefits and Barriers of Adopting Automation for Surface Irrigation on Dairy Farms in Australia

The study reports farmers' attitudes andperceptions towards the ``barriers' and ``benefits' of automaticirrigation systems. Factor analysis was used to identify perceived ``barriers' and ``benefits' andthe impact of these on farmers' priority to adopt automation wasexamined. Results suggest that farmers'attitudes, particularly with respect to ``cost' and``lifestyle' influenced the priority given to adopting automaticirrigation systems. The area under pasturecultivation was also an importantdeterminant in the farmers' priority foradopting automatic irrigation systems.     

跨区作业经济效益影响因素剖析

根据2004年跨区作业调查,计算了联合收割机跨区机收的经济效益,并着重指出了跨区作业经济效益下降的实际问题;通过深入分析其中的原因,指出影响跨区作业经济效益的两大主要因素,是信息系统不完善和散机的无序流动。     

SL4105柴油机的连杆杆身的变形分析

对SL4105柴油机的连杆进行了精确的三维建模,并考虑到连杆锻造毛坯和加工误差对连杆刚度的影响,根据实际情况对连杆运动时的整体变形进行了计算分析。分析结果表明:连杆的锻造加工误差会使连杆在最大爆发压力下产生较大的弯曲变形,变形最大值的大小和位置因加工误差的不同而不同。     

高速柴油机曲轴扭/弯/纵三维振动的试验研究

利用开发的轴系扭 /弯 /纵三维振动测试装置 ,对典型的直列 6缸车用柴油机进行了轴系扭 /弯 /纵三维振动的测试研究。通过对轴系振动的测试结果进行幅频特性分析以及相干函数分析 ,从试验研究的角度分析了轴系扭 /弯 /纵三维振动的相互影响的特点。同时 ,研究了轴系的三维振动与机体裙部振动的关系。     

三阶开环控制系统根轨迹图形的研判

利用根轨迹极坐标方程对三阶系统根轨迹进行了研究，得出了三阶系统根轨迹的基本图形为双曲线的结论，并对图形的各种具体情况进行了进一步的讨论。     

水电站预应力闸墩三维有限元分析

某水电站溢流坝闸墩承受的荷载以及结构较为复杂，工作弧门推力达18009KN。为了准确了解堰体、闸墩、锚块在各典型运行工况下应力情况，采用三维有限元方法，对该水电站溢洪道控制段预应力中墩进行了整体空间应力与变形分析，得到典型工况下结构的整体位移、变形和结构各重要部位的应力分布规律。研究结果表明预应力闸墩具有整体稳定性，在各种荷载组合效应下整个墩体的应力和变形分布满足设计要求，并根据计算成果评价了混凝土结构的预应力效果。