A kinematic model for surface irrigation: Verification by experimental data

A kinematic model for surface irrigation is verified by experimental data obtained for 31 borders. These borders are of varied characteristics. Calculated values of advance times, water surface profiles when water reaches the end of the border, and recession times are compared with their observations. The prediction error in most cases remains below 20% for the advance time and below 15% for the recession time. The water surface profiles computed by the model agree with observed profiles reasonably well. For the data analyzed here the kinematic wave model is found to be sufficiently accurate for modeling the entire irrigation cycle except for the vertical recession.

[1]  Cheng-lung Chen Surface Irrigation Using Kinematic-Wave Method , 1970 .

[2]  Vijay P. Singh,et al.  A Kinematic Model for Surface Irrigation , 1978 .

[3]  D. L. Bassett,et al.  Hydraulics of surface irrigation. , 1980 .

[4]  Cheng-Lung Chen Mathematical hydraulics of surface irrigation , 1966 .

[5]  Robert Leroy Roth,et al.  Roughness during border irrigation , 1971 .

[6]  Theodor Strelkoff,et al.  Border-Irrigation Hydraulics with Zero Inertia , 1977 .

[7]  E. G. Kruse,et al.  Hydrodynamics of Border Irrigation Advance , 1972 .

[8]  Vijay P. Singh,et al.  A kinematic model for surface irrigation: An extension , 1982 .

[9]  D. L. Bassett,et al.  Terminal Shape of a Shallow Liquid Front , 1961 .

[10]  Roger E. Smith,et al.  Border Irrigation Advance and Ephemeral Flood Waves , 1972 .

[11]  L. F. Charity,et al.  Farmstead Wiring for Large and Scattered Loads , 1965 .

[12]  David A. Woolhiser,et al.  Unsteady, one‐dimensional flow over a plane—The rising hydrograph , 1967 .

[13]  M J Lighthill,et al.  ON KINEMATIC WAVES.. , 1955 .

[14]  Ernest T. Smerdon,et al.  A Solution of the Irrigation Advance Problems , 1965 .

[15]  M. Lighthill,et al.  On kinematic waves I. Flood movement in long rivers , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[16]  D. F. Heermann,et al.  Efficient Border Irrigation Design and Operation , 1970 .

[17]  D. D. Fangmeier,et al.  DATA FOR BORDER IRRIGATION MODELS. , 1974 .