New Stage-Discharge Relationship for Weirs of Finite Crest Length

被引:39
作者
Bijankhan, M. [1 ]
Di Stefano, C. [2 ]
Ferro, V. [2 ]
Kouchakzadeh, S. [1 ]
机构
[1] Univ Tehran, Irrigat & Reclamat Engn Dept, Karaj 3158777871, Iran
[2] Univ Palermo, Dipartimento Sistemi Agro Ambientali, I-90128 Palermo, Italy
关键词
Stage-discharge relationship; Incomplete self-similarity; Weir of finite crest length; THEORETICAL SOLUTION; BROAD WEIRS; FLOW;
D O I
10.1061/(ASCE)IR.1943-4774.0000670
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The flow process of weirs of finite crest length is analyzed on the basis of the dimensional analysis and incomplete self-similarity theory. The crest length is incorporated in the functional stage-discharge relationship for weirs of finite crest length. The theoretically deduced stage-discharge formula was then calibrated using the experimental data compiled in this research. According to the current experimental data it is also concluded that the performance of the proposed stage-discharge formula is better than the previous dimensional stage-discharge formulae. Also, the proposed stage-discharge formula is applicable for all types of the weirs, i.e.,long-crested, broad-crested, short-crested, and sharp-crested ones.
引用
收藏
页数:8
相关论文
共 23 条
[1]  
[Anonymous], 1979, SIMILARITY SELF SIMI, DOI [10.1007/978-1-4615-8570-1, DOI 10.1007/978-1-4615-8570-1]
[2]   Discharge formula for rectangular sharp-crested weirs [J].
Aydin, Ismail ;
Altan-Sakarya, A. Burcu ;
Sisman, Cigdem .
FLOW MEASUREMENT AND INSTRUMENTATION, 2011, 22 (02) :144-151
[3]  
Azimi A., 2013, J IRRIG DRA IN PRESS
[4]   Discharge Characteristics of Weirs of Finite Crest Length with Upstream and Downstream Ramps [J].
Azimi, Amir Hossein ;
Rajaratnam, Nallamuthu ;
Zhu, David Z. .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2013, 139 (01) :75-83
[5]   Discharge Characteristics of Weirs of Finite Crest Length [J].
Azimi, Amir Hossein ;
Rajaratnam, N. .
JOURNAL OF HYDRAULIC ENGINEERING, 2009, 135 (12) :1081-1085
[6]  
Barenblatt G.I., 1979, Similarity, self-similarity and intermediate asymptotics
[7]   EFFECTS OF VISCOSITY AND SURFACE-TENSION ON SLOT WEIRS FLOW [J].
DEMARTINO, G ;
RAGONE, A .
JOURNAL OF HYDRAULIC RESEARCH, 1984, 22 (05) :327-341
[8]  
Di Stefano C., 2013, J IRRIG DRA IN PRESS
[9]   Applying hypothesis of self-similarity for flow-resistance law of small-diameter plastic pipes [J].
Ferro, V .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1997, 123 (03) :175-179
[10]   Simultaneous flow over and under a gate [J].
Ferro, V .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2000, 126 (03) :190-193