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Articles

An empirical model for estimating soil wetting pattern dimensions during film hole irrigation

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Pages 1765-1779 | Received 01 Jun 2019, Accepted 13 Nov 2019, Published online: 21 Nov 2019
 

ABSTRACT

Studying the dimensions of soil wetting pattern (SWP) is important for designing optimal film hole irrigation (FHI) systems. HYDRUS-2D was used to simulate the dynamic changes of SWP under different soil texture (ST), initial moisture content (θi), film hole diameter (D) and irrigation water head (H) during FHI. The results indicate that ST and D, rather than H and θi, have a significant impact on SWP. Based on the simulation results, a power function was utilized to fit the horizontal radius (X) and vertical depth (Y) of SWP. The relationship between the fitting parameters and D, H, and saturated hydraulic conductivity (Ks) was analysed. An empirical model for estimating the X and Y was produced. Data from laboratory experiments and published studies were adopted to assess the empirical model. The results showed that the X and Y calculated using the empirical model were highly consistent with the observed data. The values of root-mean-square error vary from 0.355 to 1.107 cm and Nash Sutcliffe efficiency is closed to 1.0. In this study, the only parameter required for the empirical model is Ks, which can provide valuable and practical tools for FHI design.

Notations

Ci  =

ith experimental calculated value of empirical model

D=

Film hole diameter

H=

Water depth above the plastic film

K(h)=

Unsaturated hydraulic conductivity

Ks=

Saturated hydraulic conductivity

N=

Total number of values

NSE =

Nash Sutcliffe efficiency

Oi=

ith experimental observation value of empirical model

RMSE=

Root mean square error

R2=

Coefficient of determination

Se=

Effective degree of saturation

X=

Wetted radius

Y=

Wetted depth

=

Empirical coefficient

a1=

Fitting parameter

b=

Empirical coefficient

b1=

Fitting parameter

b2=

Fitting parameter

c=

Empirical coefficient

c1=

Fitting parameter

c2=

Fitting parameter

=

Empirical coefficient

d1=

Fitting parameter

d2=

Fitting parameter

d3=

Fitting parameter

d4=

Fitting parameter

h=

Soil water pressure head

=

Empirical parameter

=

Empirical parameter

r=

Radial (horizontal) coordinate

t=

Time

z=

Vertical coordinate

α=

Empirical parameter

θ=

Volumetric water content

θi=

Initial water content

θr=

Residual water contents

θs=

Saturated water contents

Disclosure statement

No potential conflict of interest was reported by the authors.

Additional information

Funding

This work was supported by the National Key Research and Development Program of China [2018YFC0506900], the Natural Science Foundation of Gansu Province, China [No. 18JR3RA144], and Hongliu Supporting Discipline of Lanzhou University of Technology.

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