Investigation of Hydraulic Conductivity and Infiltration Capacity in Qushtapa and Shamamik Area in Erbil Basin, Kurdistan Region, Iraq

Main Article Content

Seber Muhemmed Ameen
https://orcid.org/0009-0002-6342-4073
Rebwar N. Dara
https://orcid.org/0000-0001-6530-4003

Abstract

This study examined soil hydraulic conductivity and infiltration capacity in the Qushtapa and Shamamik areas of the Erbil Basin. This study used the double-ring infiltrometer to measure soil infiltration capacity, grain-size analysis to determine soil textural characteristics, and the Hazen equation to derive soil hydraulic conductivity. Twenty infiltration tests and soil sample collections were done at the same location to assess the variability of these parameters across the study region. The results indicated that infiltration capacity was higher in soil samples with greater effective diameter (d10) and, consequently, showed higher hydraulic conductivity (K). The constant infiltration capacity ranged between 0.9 cm/h in Shamamik and 6 cm/h in Qushtapa. The infiltration results were close to those predicted by the Horton model. The soil of the investigated sites was classified as moderately to highly permeable. The findings of this study provide substantial data for irrigation and agricultural practices, land use planning, and best practices for sustainable water resource management in the region.

Article Details

How to Cite
Muhemmed Ameen, S., & N. Dara, R. (2025). Investigation of Hydraulic Conductivity and Infiltration Capacity in Qushtapa and Shamamik Area in Erbil Basin, Kurdistan Region, Iraq. Tikrit Journal of Pure Science, 31(3), 33–50. https://doi.org/10.25130/tjps.v31i3.1902
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References

1. Epting J, Vinnå LR, Piccolroaz S, Affolter A, Scheidler S. Impacts of climate change on Swiss alluvial aquifers–A quantitative forecast focused on natural and artificial groundwater recharge by surface water infiltration. Journal of Hydrology X. 2022;17:100140. https://doi.org/10.1016/j.hydroa.2022.100140

2. Mgolozeli S, Nciizah AD, Wakindiki II, Mudau FN, Onwona-Agyeman S. Investigation of infiltration and runoff rate on agri-mats using a laboratory rainfall simulation study. Communications in Soil Science and Plant Analysis. 2023;54(8):1005-14.

https://doi.org/10.1080/00103624.2022.2137187

3. Kuma HG, Feyessa FF, Demissie TA. Assessing the impacts of land-use/land-cover changes on hydrological processes in Southern Ethiopia: The SWAT model approach. Cogent Engineering. 2023;10(1):2199508.

https://doi.org/10.1080/23311916.2023.2199508

4. Bittelli M, Campbell GS, Flury M. Characterization of particle‐size distribution in soils with a fragmentation model. Soil Science Society of America Journal. 1999;63(4):782-8. https://doi.org/10.2136/sssaj1999.634782x

5. Basset C, Abou Najm M, Ghezzehei T, Hao X, Daccache A. How does soil structure affect water infiltration? A meta-data systematic review. Soil and Tillage Research. 2023;226:105577. https://doi.org/10.1016/j.still.2022.105577

6. Mutasher AKA. Determining the Infiltration Rate by Using a Double-Ring Infiltrometer in AL-Jadwal Al-Gharbi District, Karbala, Iraq.

7. Gebul MA. Simplified approach for the determination of parameters for Kostiakov's infiltration equation. Water Practice & Technology. 2022;17(11):2435-46. https://doi.org/10.2166/wpt.2022.142

8. Netzer L, Kurtzman D, Ben-Hur M, Livshitz Y, Katzir R, Nachshon U. Novel approach to roof rainwater harvesting and aquifer recharge in an urban environment: Dry and wet infiltration wells comparison. Water Research. 2024;252:121183. https://doi.org/10.1016/j.watres.2024.121183

9. Smith RE. Infiltration theory for hydrologic applications: American Geophysical Union; 2002.

10. Shwani SO. Hydrogeology and Hydrochemistry of Bashtapa Sub-Basin in Erbil Governorate, Kurdistan Region, Iraq. Erbil: Salahaddin University, Geology Department; 2008.

11. Bapeer GB, Surdashy AM, Hassan KM. Infiltration rates of soils in some locations within Erbil Plain, Kurdistan Region, North Iraq. Iraqi Bulletin of Geology and Mining. 2010;6(2):127-37.

12. Mustafa JS, Mawlood DK. Hydrological study and water budget assessment of the Erbil basin, Kurdistan Region, Iraq. 2024.

https://doi.org/10.1016/j.asej.2024.102781

13. Hamad R. Erbil Basin Groundwater Recharge Potential Zone Determination Using Fuzzy-Analytical Hierarchy Process (AHP) in North Iraq. Tikrit journal for agricultural sciences. 2022;22(3):175-90. https://doi.org/10.25130/tjas.22.3.20

14. Jassim SZ, Goff JC. Geology of Iraq. st E, editor. Prague and Brno: Dolin, Prague and Moravian Museum; 2006.

15. Dizayee R. Groundwater Degradation and Sustainability of the Erbil Basin, Erbil, Kurdistan Region, Iraq. Fort Worth, TX: Texas Christian University; 2014.

16. Mustafa JS, Mawlood DK. Assessment of the Groundwater in Erbil Basin with Support of Visual MODFLOW. Journal of Ecological Engineering. 2024;25(4). https://doi.org/10.12911/22998993/184184

17. Folk RL, Ward WC. Brazos River bar [Texas]; a study in the significance of grain size parameters. Journal of Sedimentary Research. 1957;27(1):3-26.

18. Abboud MR, al-Obeidi AA-H. Geotechnical properties of soil for selected sites in Kirkuk city. Tikrit Journal of Pure Science. 2016;21(4):97-105. https://doi.org/10.25130/tjps.v21i4.1060

19. Hassan IM, Abood MR, Kadhim LS. Validity of the Lower Zab River Sediments for Road and Asphalt Works-Southwest of Kirkuk/Northern Iraq. Tikrit Journal of Pure Science. 2023;28(2). https://doi.org/10.25130/tjps.v28i2.1334

20. Price W, Potter A, Thomson TK, Smith G, Hazen A, Beardsley R. Discussion on dams on sand foundations. Transactions of the American Society of Civil Engineers. 1911;73(3):190-208.

21. Fetter C, Rayne T. Solution Manual to Accompany Applied Hydrogeology: Macmillan College; 1994.

22. Svensson A. Estimation of hydraulic conductivity from grain size analyses: A comparative study of different sampling and calculation methods focusing on Västlänken. Göteborg, Sweden: Chalmers University of Technology; 2014.

23. ASTM. Standard test method for infiltration rate of soils in the field using a double-ring infiltrometer. West Conshohocken, PA: American Society for Testing and Materials; 2003. Contract No.: ASTM D3385-03.

24. McCuen RH. Hydrologic analysis and design. Englewood Cliffs, NJ: Prentice-Hall; 1989.

25. Horton RE, editor. An approach toward a physical interpretation of infiltration capacity. Soil science Society of America proceedings; 1940: Madison.

26. Champatiray A. Experimental study for determination of infiltration rate of soils in field using double ring infiltrometer 2014.

27. Nikolov SJB. Rainfall erosion in northern Iraq. Iraq: Unspecified Publisher; 1983.

28. Cleophas F, Isidore F, Musta B, Ali BM, Mahali M, Zahari N, et al., editors. Effect of soil physical properties on soil infiltration rates. Journal of physics: conference series; 2022: IOP Publishing.

29. Elhakim AF. Estimation of soil permeability. Alexandria Engineering Journal. 2016;55(3):2631-8. https://doi.org/10.1016/j.aej.2016.07.034

30. Abdullah Fouad Ibrahim Al B, Amera Ismail Hussain K. Study Some Physical Properties Of Soil in Tuz Khormatu, North of Iraq. Tikrit Journal of Pure Science. 2016;21(7):129-42. https://doi.org/10.25130/tjps.v21i7.1120