首页 | 本学科首页   官方微博 | 高级检索  
     

VB6.0在U型渠道断面设计中的应用
引用本文:孙颖娜,韦富英,王泽华.VB6.0在U型渠道断面设计中的应用[J].水利科技与经济,2001,7(3):145-146.
作者姓名:孙颖娜  韦富英  王泽华
作者单位:1. 东北农业大学,
2. 哈尔滨市水利规划设计研究院,
3. 哈尔滨市基层水利管理总站,
摘    要:在日益发展的节水灌溉工程中,U型渠道断面得到了广泛的应用,但是在确定渠道断面尺寸的水力计算中,大都采取对高阶隐函数进行试算或图角法来完成,过程十分繁琐,为了方便计算,本利用VB6.0进行编程,求解U型渠道中的正常水深ho和流速v,结合实例说明思路,结果表明计算精度高,便于应用,可供水利工作参与。

关 键 词:U型渠道  黄金分割法  断面设计
文章编号:1006-7175(2001)03-0145-02
修稿时间:2001年7月2日

Application of VB6.0 to the style of U channel transection design
SUN Ying na,WEI Fu ying,WANG Ze hua.Application of VB6.0 to the style of U channel transection design[J].Water Conservancy Science and Technology and Economy,2001,7(3):145-146.
Authors:SUN Ying na  WEI Fu ying  WANG Ze hua
Abstract:In the irrigation project of developing saving water, the style of U channel transection has been used widely. To get dimension of the style of channel transection in irrigation calculation, the high level concealment math, which calculates again and again or illustrated by charts and diagrams are applied to finish transection design. During the course of calculation, it is very complexity. In order to convenience to calculate volume of the nature water depth. and velocity of flow, the writer utilizes VB6 0 to programme, at the same time combines example to explain the train of thought. The result shows the calculation precision is high. It can be referred to the hydroelectric works.
Keywords:the style of U channel  natural water  depth  golden section method
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号