Analytical equations are presented for two average pressure correction factors developed for linear displacement laterals with or without outflow at the downstream end. The average correction factor for laterals without downstream outflow, when applied to a relatively large number of outlets is in good agreement with earlier work. For a relatively small number of outlets, the average correction factor presented is more accurate. The average correction factor for laterals with outflow reduces to that for laterals without outflow when the outflow ratio is reduced to zero. For a relatively large number of outlets, this average correction factor is primarily a function of the outflow ratio. For both large outflow ratios and large outlet numbers, the average correction factor is almost a constant. To apply the average correction factor to design a tapered lateral, an expression relating lateral inlet head to required average head and friction head loss has been developed. The expression can be applied to a lateral with any number of reaches with different diameters. A practical application has been demonstrated through an example.
[1]
J. Mohan Reddy,et al.
Friction Correction Factor For Center‐Pivot Irrigation Systems
,
1988
.
[2]
Shu Tung Chu.
Modified F Factor for Irrigation Laterals
,
1978
.
[3]
William R DeTar,et al.
Modified Graphical Determination of Submain Size
,
1982
.
[4]
D. F. Heermann,et al.
Pressure Distribution on a Center-Pivot Sprinkler Irrigation System
,
1970
.
[5]
Richard G. Allen,et al.
Hydraulics of Center‐Pivot Laterals
,
1993
.
[6]
D. L. Moe,et al.
Hydraulics of a Center Pivot System
,
1972
.
[7]
Arif A. Anwar,et al.
Factor G for Pipelines With Equally Spaced Multiple Outlets and Outflow
,
1999
.
[8]
Edmar José Scaloppi,et al.
Adjusted F Factor for Multiple Outlet Pipes
,
1988
.
[9]
Richard G. Allen,et al.
Hydraulics of Irrigation Laterals: Comparative Analysis
,
1993
.
[10]
R. J. Smith.
Discussion of “Adjusted F Factor for Multiple‐Outlet Pipes” by Edmar José Scaloppi (February, 1988, Col. 114, NO. 1)
,
1990
.