A Flow-Measuring Algorithm of Arc-Bottomed Open Channels through Multiple Characteristic Sensing Points of the Flow-Velocity Sensor in Agricultural Irrigation Areas

被引:2
作者
Han, Yu [1 ]
Li, Tongshu [1 ]
Wang, Shiyu [1 ]
Chen, Jian [2 ]
机构
[1] China Agr Univ, Coll Water Resources & Civil Engn, 17 Tsinghua East Rd, Beijing 100083, Peoples R China
[2] China Agr Univ, Coll Engn, 17 Tsinghua East Rd, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
open channel; flow measuring algorithm; discharge; characteristic sensing point; TURBULENT-FLOW;
D O I
10.3390/s20164504
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Precise flow measurement in the open channel is a key prerequisite to implementation of modern agricultural efficient water use. The channel with an arc-bottomed shape is the most common channel type in irrigation area at present. The paper has verified the log-law is along the normal line rather than along the vertical line in arc-bottom channel. By conducting the velocity distribution log-law, this paper derives the expression of the multiple characteristic sensing points location of the flow-velocity sensor in the channel section, which is along the normal line. Based on this, a new algorithm to estimate the discharge of the arc-bottomed channel flow is proposed. We have also developed the experiment of the arc-bottomed channels (including semicircular channels, arc-bottom trapezoidal channels and U-shaped channels) and utilize the data to verify the method. The results indicate that the sensing locations expression of the flow velocity measuring sensor such as acoustic doppler velocimetry and propeller is suitable for improving discharge estimation's accuracy of the arc-bottomed channels. This method could be extensively used in estimating discharge of irrigation and drainage channels in agricultural water conservancy projects. It will enhance the efficiency and accuracy of water resources management departments in irrigation areas, which also meet the strategic requirements of agricultural sustainable development.
引用
收藏
页码:1 / 12
页数:12
相关论文
共 19 条
[1]  
[安鹏 An Peng], 2017, [灌溉排水学报, Journal of Irrigation and Drainage], V36, P56
[2]   UNIFORM-FLOW IN A SMOOTH OPEN CHANNEL [J].
CARDOSO, AH ;
GRAF, WH ;
GUST, G .
JOURNAL OF HYDRAULIC RESEARCH, 1989, 27 (05) :603-616
[3]   WATER CONVEYANCE IN CHANNELS WITH SEMICIRCULAR CROSS-SECTIONS [J].
DEMETRIOU, JD ;
NANOUGIANNAROU, AI .
AGRICULTURAL WATER MANAGEMENT, 1988, 13 (2-4) :273-283
[4]   Free overall in circular channels with flat base: a method of open channel flow measurement [J].
Dey, S .
FLOW MEASUREMENT AND INSTRUMENTATION, 2002, 13 (5-6) :209-221
[5]   Investigation of Velocity Distribution in Open Channel Flows Based on Conditional Average of Turbulent Structures [J].
Han, Yu ;
Yang, Shu-Qing ;
Sivakumar, Muttucumaru ;
Qiu, Liu-Chao .
MATHEMATICAL PROBLEMS IN ENGINEERING, 2017, 2017
[6]   Hydraulic analysis of parabolic flume for flow measurement [J].
Hu, Han ;
Huang, Jiesheng ;
Qian, Zhongdong ;
Huai, Wenxin ;
Yu, Genjian .
FLOW MEASUREMENT AND INSTRUMENTATION, 2014, 37 :54-64
[7]  
Karman T V., 1934, Journal of the Aeronautical Sciences, V1, P1, DOI [DOI 10.2514/8.5, 10.2514/8.5]
[8]   Laws of turbulent flow in open channels [J].
Keulegan, GH .
JOURNAL OF RESEARCH OF THE NATIONAL BUREAU OF STANDARDS, 1938, 21 (06) :707-741
[9]   Boundary shear in circular pipes running partially full [J].
Knight, DW ;
Sterling, M .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (04) :263-275
[10]  
[刘春晶 Liu Chunjing], 2005, [水利学报, Journal of Hydraulic Engineering], V36, P950