ملخص البحث :
The infiltration means the movement of water downwards and interring the soil through its surface. The measurement and determination of the infiltration rate has a great need for the planning and design of water resources projects, agricultural projects, calculating the amount of runoff to avoid flooding and the transfer of pollutants to surface water sources. The present study is a field work to measure the infiltration rate by using a double ring infilitrometr. Field experiments were carried out at three different locations of the soil in a Technical Institute of Karbala that located in AL-Jadwal Al-Gharbi district within the borders of Karbala city in Iraq. Repeated water depth readings were taken at intervals of (1, 1, 1, 2, 5, 5, 5, 5, 5, 10, 10, 10, 20, 20, and 20) minutes. Depending on the filed results, Horton 39; s equation in the three locations were determined. Soil texture was analyzed and was found to be Silty Sand (SM) to Clayey Sand (SC). The results of field measurements showed that the values of constant infiltration rate were; 6, 4.2 and 2.1 cm/hr in the locations; 1, 2 and 3 respectively. Based on the ratio of the filed values of initial infiltration rate to steady state infiltration rate, the soil in the three locations were classified as high permeable soils. The Horton’s model gives a good fittings with the filed infiltrations results and the correlation coefficient (R2) were (0.8001, 0.9167, 0. 9253) in the locations; 1, 2 and 3 respectively. The result showed that the steady infiltration rate (FC) increase with increase of effective diameter (D10), and that there is a significant correspondence between the field measurements values;(FC (Filed)) with their the calculated …
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سنة النشر : 2019
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تصنيف البحث : clarivate
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