| 抛物线形喉口式量水槽的简化流量公式 |
| |
| 引用本文： | 吕宏兴,朱凤书,董 鹏.抛物线形喉口式量水槽的简化流量公式[J].西北农林科技大学学报(社会科学版),2000,28(3):107-110. |
| |
| 作者姓名： | 吕宏兴 朱凤书 董 鹏 |
| |
| 作者单位： | 1. 西北农林科技大学,水利与建筑工程学院,陕西,杨陵,712100
2. 石头河水库管理局,陕西,眉县,722305 |
| |
| 基金项目： | 国家自然科学基金资助项目 !( 599790 2 3 ) |
| |
| 摘 要： | 用于 U形渠道量水的抛物线形喉口式量水槽原流量公式为隐函数形式 ,针对其使用不便的现状 ,通过理论分析推导出了显函数形式的量水槽流量公式 ,计算结果与原流量公式比较相对误差值 <0 .5%
|
| 关 键 词： | U形渠道 量水槽 流量公式 |
| 修稿时间： | 1999-07-05 |
Simplified discharge formula for flow measurement flume with parobolic throat in U-shaped channel |
| |
| L,Z and D.Simplified discharge formula for flow measurement flume with parobolic throat in U-shaped channel[J].Journal of Northwest Sci-Tech Univ of Agr and,2000,28(3):107-110. |
| |
| Authors: | L Z and D |
| |
| Institution: | 2 (1 College of Water Conservancy and Architectural Engineering,Northwest Science and Technology University of Agriculture and Forestry,Yangling,Shaanxi 712100,China; 2 The Reservior Management of Store Riv |
| |
| Abstract: | The original flow rate formula of parobolic throat flume used for U shaped channel is implicit function and is not convenient for calculation in irrigation districts.An simplified formula is developed in this paper,with a difference between results calculated with the original formula and the new formula being less than 0.5%. |
| |
| Keywords: | U shaped canal measuring flume flow rate formula |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《西北农林科技大学学报(社会科学版)》浏览原始摘要信息 |
| 点击此处可从《西北农林科技大学学报(社会科学版)》下载免费的PDF全文 |
