Determination of Discharge Equation for Semi-Circular Broad Crested Weir Models
Abstract
The discharge characteristics of semi-circular crested weir models were investigated. Two categories of weir were considered; normal weirs and oblique weir models. Both group of models had constant weir height of 20cm and had the crest radius varied three times; 5cm, 7.5cm and 10cm.Twelve models were fabricated and tested. Nine models with angles 90o, 60o and 15o as well as having radius of 5cm, 7.5cm and 10cm respectively were used in generating the discharge equation while three weirs models of radius 5cm, 7.5cm and 10cm at constant oblique angle of 30o were used in validating the equation. Multiple nonlinear regression analysis was used in determining the discharge equation while the validation was done using statistical methods (total error, coefficient of determination, coefficient of correlation, and reliability) with attention to accuracy, validity and goodness of fit of the generated equation. The investigation showed that for the developed discharge equation, the overall total error is 0.195. Coefficient of determination value is 0.994. The value of coefficient of correlation is 0.997 and the reliability of 1.911% in term of relative difference. It can be concluded that the generated equation is a very good option for calculating discharges for semi-circular broad crested weir, because it gave high coefficient of determination, very low total error, and a good reliability value.
Full Text:
PDFReferences
Abid-Ali, H. (1986). Characteristics of Flow Over the Round Crested Weirs. M. Sc. Thesis. University of Basrah, Iraq.
Aichel, O. (1953). Discharge ratio for oblique weirs. Z, 506(95), 1.
Al-Tabatabaie, F., Al-Nasssiri, A., & Al-Zubaidie, R. (1986). Characteristics of flow over the Semicircular crested weirs. J. of Eng. and Technology(3).
Al-Tikrity, R. A. (2000). Discharge Coefficient for Semi–Circular Crested Rectangular Weirs. M. SC. Thesis, Civil Engineering Dept., Tikrit University.
Chanson, H., & Montes, J. S. (1998). Overflow characteristics of circular weirs: Effects of inflow conditions. Journal of irrigation and drainage engineering, 124(3), 152-162.
Chilmeran, T. (1996). Characteristics of Flow over Normal and Oblique Weirs with Semicircular Crest. M. Sc. thesis, College of Engineering, University of Mosul, Iraq.
Darvas, L. (1971). Discussion of performance and design of labyrinth weirs, by Hay and Taylor. Hydr. Engine. ASCE, 97, 1246-1251.
Finnemore, J. E., & Franzini, J. B. (2002). Fluid mechanics: with engineering applications: McGraw-Hill.
Fritz, H. M., & Hager, W. H. (1998). Hydraulics of embankment weirs. Journal of hydraulic engineering, 124(9), 963-971.
Ibraheem, G. M. (1983). Discharge and Flow Characteristics of Weirs with Triangular Planform. (Masters of Science Thesis), University of Mosul, Mosul, Iraq.
Matthew, G. D. (1962). The influence of curvature, surface tension and viscosity on flow over round-crested weirs. University of Aberdeen.
Montgomery, D. C., Runger, G. C., & Hubele, N. F. (2010). Engineering Statistics (5 ed.): John Wiley & Sons.
Muhammad, M. M. (2012). Experimental study of flow characteristics over compound crested weir models.
Nawzad, O. A. (2004). An Experimental Investigatiom of the Coefficient of Discharge for Circular and Semi-Circular Weirs. Journal of Zankey Sulaimani, 7(1), 87-94.
Noori, B., & Chilmeran, T. (2005). Characteristics of flow over normal and oblique weirs with semicircular crest. Al-Rafidain Engineering, 13(1), 49-61.
Oke, I. (2007). Reliability and statistical assessment of methods for pipe network analysis. Environmental Engineering Science, 24(10), 1481-1490.
Oke, I., & Akindahunsi, A. (2005). A statistical evaluation of methods of determining BOD rate. Journal of Applied Sciences Research, 1(2), 223-227.
Ramamurthy, A. S., & Vo, N.-D. (1993). Characteristics of circular-crested weir. Journal of hydraulic engineering, 119(9), 1055-1062.
Sartory, D. P. (2005). Validation, verification and comparison: Adopting new methods in water microbiology. Water Sa, 31(3), 393-396.
Subramanya, K. (1986). Flow in Open Channels: Tata McGraw-Hill Company Limited.
Tingey, S. E. (2011a). Discharge characteristics of oblique weirs: Utah State University.
Tingey, S. E. (2011b). Discharge coefficients of oblique weirs.
Refbacks
- There are currently no refbacks.