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poster - International Conference of Agricultural Engineering

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The final enhanced images were segmented by choosing suitable thresholds to separate the<br />

wetted area <strong>of</strong> the soil column from the background. A threshold value is selected to provide<br />

a binary image. When the value <strong>of</strong> the pixels in an image is greater than the threshold, the<br />

image becomes white and when the value <strong>of</strong> the pixels is smaller than the threshold, the<br />

image becomes black. The resulting image is called the binary image. A binary image<br />

consists only <strong>of</strong> black and white pixels representing background and the wetted area,<br />

respectively. At zero time the wetted area equals zero since there is no wetted area in the<br />

column. After few seconds, water starts to distribute and penetrate inside the soil column and<br />

the column starts to be wet consequently. The same algorithm for image analysis to extract<br />

wetted area was carried out for all images captured at different time by using routine script<br />

developed using Matlab 7.1 and its image processing toolbox (Release 14, The MathWorks<br />

Inc., MA, USA).<br />

2.4. Model Validation<br />

In order to apply the model validation, field experiment were conducted at the experimental<br />

farm, agriculture faculty <strong>of</strong> Suez Canal University. The experiment was setup to allow testing<br />

<strong>of</strong> 4 emitters. The system consists <strong>of</strong> main lines (3 inch.), pressure regulator, pressure gage,<br />

water meter, valves, lateral lines (20 mm. diameter), and emitters. The design discharge<br />

rating <strong>of</strong> emitter was verified for the installed system. The coefficient <strong>of</strong> variation <strong>of</strong> the<br />

discharge was found to be less than 0.5 which is considered to be good. Depth <strong>of</strong> wetting<br />

front and wetted soil volume was observed in the field by measuring radius and depth <strong>of</strong> the<br />

soil from point source <strong>of</strong> trickle irrigation.<br />

3. Results and Discussion<br />

Image analysis <strong>of</strong> the soil images has only involved separation between dry and wetting area<br />

<strong>of</strong> the soil column. A depth-dependent relationship was found between the time, discharge<br />

and the wetting areas. Figures 3 and 4 show the change in wetting front under drip irrigation<br />

at different times for both the sandy and sandy clay loam soils.<br />

After 25 min 174 min 60 min 380 min<br />

Sandy soil<br />

Sandy clay loam soil<br />

FIGURE 3: Change in soil wetting area under drip irrigation at different times<br />

In case <strong>of</strong> sandy soil, the wetted area reached 50% from the whole area <strong>of</strong> the column after<br />

only 74 min; meanwhile it takes 130 min to wet the same area <strong>of</strong> the sandy clay loam soil<br />

column. The time taken to wet the whole column (100%) was 174 and 380 min in case <strong>of</strong><br />

sandy and sandy clay loam soil respectively indicating that the sandy soil has high infiltration<br />

rate compared to the sandy clay loam soil. Moreover, as shown in Figure (4) the relationship<br />

between wetted area and time is not linear. The best fit line for both types <strong>of</strong> soil texture is

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