Sensitivity Analysis for Hydraulic Behavior of Shiraz Plain Aquifer Using PMWIN

Document Type : Research Paper

Authors

1 Instructor of Civil and Hydraulic Structure, Ardal Training Center, Isalmic Azad University, Shahrekord Branch, Shahrekord, Iran

2 Assoc. Prof. of Civil Eng., Dept. of Eng., Shiraz University, Shiraz

Abstract

In this study, hydraulic behavior of Shirazplain aquifer, with an area of ~300 km2, was simulated using PMWIN model. The performance of recently constructed drainage system in the plain was modeled and parameters affecting hydraulic behavior of the aquifer were analyzed. Measured rainfall and evaporation rates in the plain, recharge and discharge rates through the aqueducts, Khoshk and Chenar Rahdar rivers, as well as amount of water discharged from production wells and recharge due to returned wastewater were considered in the model. Plain hydrodynamic coefficients were estimated via calibration and sensitivity analysis of the model was performed for four important parameters. Results showed that the model is most sensitive to recharge rate and hydraulic conductivity, respectively, such that a small variation in these two parameters causes a dramatic change in hydraulic head distribution in the plain. Furthermore, specific yield coefficient influences the seasonal water level fluctuations, but the aqueducts conductance coefficient only affects the aqueduct radius of influence with little effect on the overall hydraulic behavior of the plain.
 

Keywords


1- Mukhopadhyay, A., Al-Sulaimi, J., and Barrat, M. J. (1994). “Numerical modeling of groundwater resource management options in Kuwait.” Groundwater, 32 (6), 917-928.
2- Ramireddygari, S. R., Sophocleous, M. A., Koelliker, J. K., Perkins, S. P., and Govindaraju R. S. (2000). “Development and application of a comprehensive simulation model to evaluate impacts of watershed structures and irrigation water use on stream flow and groundwater: The case of wet walnut creekwatershed, Kansas, USA.” J. of Hydrology, 236 (3), 223-246.
3- Rezaei, H., and Mousavi, S.A.(2003). “Study of Bajgah plain groundwater situation using the finite difference there dimensional modular Modflow model.” Proc. of the Second National Student Conf. on Water and Soil Resources,ShirazUniversity, 907-916. (In Persian)
4- Kamali, G. (2003). “Investigating causes of groundwater uplift in urban aeras and its adverse Environmental consequences (with due attention to Shiraz Plain).” Proc. of the 8th National Seminar on Irrigation and Evaporation Reduction,ShahidBahonarUniversity,Kerman. (In Persian)
5- Jiao, J. J., and Leaner, D. N. (1996). “Using sensitivity analysis to assist parameter zonation in groundwater flow model.” Water Resources Bulletin, 32 (1), 75-78.
6- Osman, Y. Z., and Bruen, M. P. (2002). “Modeling stream-aquifer seepage in an alluvial aquifer: An improved loosing- stream package for MODFLOW.” J. of Hydrology, 264, 69-86.
7- Johannes, H. A. (2004). “Modeling water balance in Rio Turbio aquifer,Mexico.” M.Sc. Thesis,Wagenin Gen University,Mexico.
8- Katibeh, H., and Hafezi, S. (2004). “Application of Modflow in groundwater management and evaluation of artificial recharge of Ab-barik aquifer (Bam).” J. of Water and Wastewater, 50, 45-58. (In Persian)
9- Samani, N., Kompani-Zare, M., and Barry, D. A. (2004). “MODFLOW equipped with a new method for the accurate simulation of axisymmetric flow.” J. of Advances in Water Resources, 27, 31- 45.
10- Rodriguez, L. B., Cello, P. A., Vionnet, C. A., and Goodrich, D. (2008). “Fully conservative coupling of HEC-RAS with MODFLOW to simulate stream-aquifer interactions in a drainage basin.” J. of Hydrology, 353, 129-142.
11- Rosemary, W. H. C., Greg, M. P., Earman, S., and Ronald, L. H. (2008). “A comparison of groundwater fluxes computed with MODFLOW and a Mixing model using deuterium: Application to the eastern Nevadatest site and vicinity.” J. of Hydrology, 361, 371- 385.
12- Rahmani, A., and Sedehi, M. (2005). “Predication of groundwater level changes in the plain of Hamedan- Bahar using time series model.” J. of Water and Wastewater, 51, 42-49. (In Persian)
13- Al Khamis, R., Kariminasab, S., and Aryana, F. (2007). “Investigation the effect of land subsidence due to groundwater discharges on well casing damage.” J. of Water and Wastewater, 60, 77-88. (In Persian)
14- Safavi, H., Afshar, A., Ghaheri, A., Abrishamchi, A., and Tajrishi, M. (2007). “A quality-quantity simulation model for stream-aquifer interaction.” J. of Water and Wastewater, 61, 2-14. (In Persian)
15- Masoumi, F., and Kerachian, R. (2008). “Optimal groundwater monitoring network design using the entropy theory.” J. of Water and Wastewater, 65, 2-12. (In Persian).
16- Borhani Dariane, A., and Mortazavi Naerni, S. M. (2009). “Comparison of heuristic methods applied for optimal operation of water resources.” J. of Water and Wastewater, 68, 57-66. (In Persian).
17- Asghari Moghaddam, A., Nourani, V., and Kord, M. (2009). “Using genetic algorithm to estimate hydraulic parameters of unconfined aquifers.” J. of Water and Wastewater, 69, 73-79. (In Persian).
18- FarsRegional Water Orqanization. (1996). Reports on Shiraz plain studies,Shiraz. (In Persian)
19- Tehrani, K., and Nabavi, H. (1985). Brochures for stratigraphic geology and Zagros geological reports, Iran Surving Organization,Tehran. (In Persian)
20- Parab consulting Eng. Co. (1993). Feasibility studies on water table drawdown in southeastern Shiraz and its transfer to Sarvestan plain, Vol. 3, Shiraz. (In Persian)
21- FarsRegional Water Organization. (2004). Continued studies on Shiraz and Gharebagh plains at water year 81-82, Ministry of Energy, Shiraz. (In Persian)
22- Kresic, N. (1997). Quantitative solution in hydrology and groundwater modeling, Lewis Pub., CRC Press, Boca Raton Inc.,USA.