RATING CORRECTION FOR LATERAL SETTLEMENT OF PARSHALL FLUMES

被引:12
作者
ABT, SR
STAKER, KJ
机构
[1] Dept. of Civ. Engrg, Colorado State Univ, Fort Collins, CO
[2] Dept. of Civ. Engrg, Colorado State Univ, Fort Collins, CO
关键词
D O I
10.1061/(ASCE)0733-9437(1990)116:6(797)
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
A 3-in. (7.62-cm) Parshall flume is installed in a channel and flow rates are measured with lateral flume crest slopes of 0, 3.6, 6.5, 9.0, 13.3, -3.8, -4.8, -7.2, and -11.8%. The apparent discharge is compared to the measured discharge for each slope with free outfall conditions. The results indicate that the Parshall flume accuracy is in error approximately 7% at a lateral slope of ±10%. It is determined that the flow measurement requires a 0.75% adjustment for each l%.of lateral settlement at the flume crest. A method for correcting the apparent discharge with the measured discharge is presented for variable lateral slope conditions. © ASCE.
引用
收藏
页码:797 / 803
页数:7
相关论文
共 11 条
[1]  
Abt S.R., Thompson K., Staker K., Discharge correction for longitudinal settlement of Parshall flumes, Trans, 32, 5, pp. 1541-1544, (1989)
[2]  
Bos M.G., Discharge measurement structures, Publication No. 20, pp. 243-269, (1978)
[3]  
Cone V.M., The Venturi flume, J. Agricultural Res, 9, 4, pp. 115-123, (1917)
[4]  
Davis R.W., Deutsch S., A numerical-experimental study of Parshall flumes, Journal Hydraul. Res, 18, 2, pp. 135-152, (1980)
[5]  
Parshall R.L., The improved Venturi flume, Trans, 89, pp. 841-851, (1926)
[6]  
Parshall R.L., Rohwer C., The Venturi flume, Bulletin No. 265, (1921)
[7]  
Robinson A.R., Parshall measuring flume of small sizes, Technical Bulletin No. 61, (1957)
[8]  
Robinson A.R., Simplified flow corrections for Parshall flumes under submerged conditions, Civil Engineering, 35, 9, (1965)
[9]  
Skogerboe G.V., Et al., Design and calibration of submerged open channel flow measurement structures, Part 2-Parshall flumes, Report WG31-3, (1967)
[10]  
Water measurement manual, (1984)