پیوندهای مفید
اخبار و اعلانات
آمار
| تعداد نشریات | 161 |
| تعداد شمارهها | 6,489 |
| تعداد مقالات | 70,096 |
| تعداد مشاهده مقاله | 123,166,789 |
| تعداد دریافت فایل اصل مقاله | 96,397,884 |
Evaluation of WEAP-MODFLOW Model as an Integrated Water Resources Management Model for Sustainable Development (A Case Study: Gharesoo at Doab-Merek, Kermanshah, Iran) | ||
| Civil Engineering Infrastructures Journal | ||
| مقاله 11، دوره 52، شماره 1، شهریور 2019، صفحه 167-183 اصل مقاله (1016.12 K) | ||
| نوع مقاله: Research Papers | ||
| شناسه دیجیتال (DOI): 10.22059/ceij.2019.260084.1495 | ||
| نویسندگان | ||
| Jahangir Porhemmat* 1؛ Hosein Sedghi2؛ Hosein Babazadeh2؛ Masood Fotovat2 | ||
| 1Hydrology, Soil Conservation and Watershed Management Research Institute (SCWMRI) | ||
| 2Department of Water Science and Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran | ||
| چکیده | ||
| This paper evaluated an integrated water resources management approach through linked WEAP-MODFLOW model. Study area is Ravasnar-Sanjabi plain located in Kermanshah province in the west of Iran. A MODFLOW model was evaluated and then, accepted as a groundwater model for the region in present research. Schematic WEAP model was provided as representing general features of water resources system after designing a conceptual model for the study area. The simplified rainfall-runoff model in WEAP was used to perform hydrological simulations. In the second step of present research, the groundwater model was linked to WEAP dynamically. Simulation years with 12 time steps per year included years of 2007-2015 for creating and verifying WEAP-MODFLOW model and years of 2015-2030 for performing scenarios. Statistical criteria included mean absolute error (MAE), root mean square error (RMSE), and Nash-Sutcliffe (NASH), with Box plot diagram being selected to assess accuracy of calibrated model. Four scenarios were implemented for 2015 until 2030. They included unchanged present situation and situations with 35%, 45% and 57% reduction of groundwater and surface water withdrawal. Results showed that the fourth scenario with a 57% decrease in the extraction of surface water and groundwater resources was the best one. Based on this scenario, exploitation of the system will be sustainable, with the system recovering as 0.023 meter rising per year. Finally, the results of present study indicated that the approach was feasible for planning and managing water resources in spite of the lack of some data. | ||
| کلیدواژهها | ||
| Integrated Water Resources Management (IWRM)؛ MODFLOW؛ Sustainable Development؛ WEAP | ||
| مراجع | ||
|
Alam, N. and Olsthoorn, T.N. (2011). “Sustainable conjunctive use of surface and groundwater modeling on the basin scale”, International Journal of Natural Resources and Marine Sciences, 1(1), 1-12.
Alam, N. and Olsthoorn, T.N. (2014). “Sustainable conjunctive use of groundwater for additional irrigation”, Hydrological Processes, 28, 5288-5296.
Allen, R.G. (1998). Crop evapotranspiration (Guidelines for computing crop water requirements), FAO.
Allen, R.G., Pereira, L.S., Smith, M., Raes, D., James L. and Wright, J.L. (2005). “FAO-56 dual crop coefficient method for estimating evaporation from soil and application extensions”, Journal of Irrigation and Drainage Engineering, 1(131), 1-13.
Azari, A. (2011). “Groundwater-surface water interaction simulation in terms of integrated water resource management, Case study: Dez plain”, PhD Thesis, University of Shahid Chamran, (In Persian).
Bittinger, M.W. (1967). “Simulation and analysis of stream-aquifer systems”, Ph.D. Thesis, Civil Engineering Department, Utah State University.
Bredehoeft, J.D. and Young, R.A. (1983). “Conjunctive use of groundwater and surface water for irrigated agriculture: Risk aversion”, Water Resources Research, 19(5), 1111-1121.
Condon, L.E. and Maxwell, R.M. (2013). “Implementation of a linear optimization water allocation algorithm into a fully integrated physical hydrology model”, Advances in Water Resources, 60, 135-147.
Diao, X., Dinar, A., Roe, T. and Tsur, Y. (2007). “A general equilibrium analysis of conjunctive ground and surface water use with an application to Morocco”, Department of Agricultural Economics and Management in the Center for Agricultural Economic Research, Discussion Paper No. 10.07, http://departments.agri.huji.ac.il/economics/indexe.html.
Dimovaa, G., Tzanova, E., Ninovb, P., Ribarovaa, I. and Kossida, M. (2014). “Complementary use of the WEAP model to underpin the development of SEEAW physical water use and supply tables”, Procedia Engineering, 70, 563-572.
Eghlim-Tarh Consulting Engineers, (2007). “The report of collecting statistics of water resources in Ravansar-Sanjabi studying area”, Ministry of Energy, Kermanshah Regional Water Resources Authority, (In Persian).
El-Rawy, M., Zlotnik, V.A., Al-Raggad, M., Al-Maktoumi, A., Kacimov, A. and Abdalla, O. (2016). “Conjunctive use of groundwater and surface water resources with aquifer recharge by treated wastewater: Evaluation of management scenarios in the Zarqa river basin, Jordan”, Environmental Earth Sciences, 75, 1146.
Fotovat, M., Porhemmat, J., Sedghi, S. and Bababzadeh, H. (2018). “Impact of structural geology on integrated water resources modeling improvement, A case study of Garesoo river basin, in Doab-Merek station, Kermanshah, Iran”, Geosciences, 106, 103-110.
Gaiser, T., Printz, A., von Raumer, H.G.S., Gotzinger, J., Dukhovny, V.A., Barthel, R., Sorokin, A., Tuchin, A., Kiourtsidis, C., Ganoulis, I. and Stahr, K. (2008). “Development of a regional model for integrated management of water resources at the basin scale”, Physics and Chemistry of the Earth, 33, 175-182.
Hadded, R., Nouiri, I., Alshihabi, O., Maßmann, J., Huber, M., Laghouane, A., Yahiaoui, H. and Tarhouni, A.J. (2013). “Decision Support System to manage the groundwater of the Zeuss Koutine aquifer using the WEAP-MODFLOW framework”, Water Resources Management, 27, 1981-2000.
Hall, W. and Buras, N. (1961). “The Dynamic Programming approach to water resources development”, Journal of Geophysical Research, 66(2), 517-520
Illangase Kare, T. and Morel-Sey Toux, H.J. (1982). “Stream- aquifer influence coefficients as tools for simulation and management”, Water Resources Research, 18(1), 168-176.
Hanson, R.T., Schmid, W., Faunt, C.C. and Lockwood, B. (2014). “Simulation and analysis of conjunctive use with MODFLOW's farm process”, Ground Water, 48(5), 674-689.
Howard, K.W.F. and Howard, K.K. (2016). “The new Silk Road Economic Belt as a threat to the sustainable management of Central Asia’s trans-boundary water resources”, Environmental Earth Sciences, 75(11), 976.
Kareem, I.R. (2015). “Conjunctive use modeling of surface water and groundwater in the Jolak basin, North Iraq”, Journal of Kerbala University, 13(1), 236-246.
Kavab Consulting Engineers, (2002). “Semi detail studying about evaluation of surface and groundwater resources in Kermanshah Studying Area”, Ministry of Energy, Kermanshah Regional Water Resources Authority.
Li, P. (2016). “Groundwater quality in Western China: Challenges and paths forward for groundwater quality research in Western China”, Exposure and Health, 8(3), 305-310.
Li, P., Qian, H. And Wu, J. (2018). “Conjunctive use of groundwater and surface water to reduce soil salinization in the Yinchuan Plain, North-West China”, International Journal of Water Resources Development, 34(3), 337-353.
Li, X., Zhao, Y., Shi, C., Sha, J., Wang, Z.L. and Wang, Y. (2015). “Application of Water Evaluation and Planning (WEAP) model for water resources management strategy estimation in coastal Binhai New Area, China”, Ocean and Coastal Management, 106, 97-109.
Lovell, D.M. (2009). “Conjunctive management of groundwater and surface water resources in the upper Ovens river valley”, M.Sc. Thesis, the University of Melbourne, Australia.
Maddock, T. (1974). “The operation of a stream-aquifer system under stochastic demands”, Water Resources Research, 10(1), 1-10.
Mahjoub, H., Mohammadi, M.M., Parsinejad, M. (2011). “Conjunctive use modeling of groundwater and surface water”, Journal of Water Resource and Protection, 3, 726-734.
Marino, M.A. (2001). “Conjunctive management of surface water and groundwater”, Regional Management of Water Resources, 268, 165-173.
Morel-Seytoux, H.J. and Daly, C.J. (1975), “A discrete Kernel generator for stream–aquifer studies”, Water Resources Research, 11(2), 253-260.
Nazari, H., Ghorashi, M., Karimibavandpour, A., Basavand, M. and Fotovat, M. (2015). “Active faulting and it’s act on forming and geometry of the plains (Case study: Miandarband and Sanjabi faults, North West of Kermanshah and Miandarband and Ravansar-Sanjabi plain)”, Ministry of Energy, Water Resources Management Co., Kermanshah Regional Water Authority, No. 109 (In Persian).
Omar, E.D.M. and Moussa, A.M.A. (2016). “Water management in Egypt for facing the future challenges”, Journal of Advanced Research, 7(3), 403-412.
Pulido-Velázquez, M., Andreu, J. and Sahuquillo, A. (2006). “Economic optimization of conjunctive use of surface water and groundwater at the basin scale”, Journal of Water Resources Planning and Management, 132(6), 454-467.
Porhemmat, J., Dadgar, M.A. and Porhemmat, R. (2016). “Simulation of groundwater flow system of Ravansar-Sanjabi aquifer using GMS”, Soil Conservation and Watershed Management Research Institute, Final Research Report No. 47319/225, Tehran, Iran, (In Persian).
Ramireddygari, S.R., Sophocleous, M.A., Koelliker, J., 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 Creek Watershed, Kansas, USA”, Journal of Hydrology, 236(3-4), 223-246.
Safavi, H.R., Golmohammadi, M.H. and Sandoval-Solis, S. (2015), “Expert knowledge based modeling for integrated water resources planning and management in the Zayandehrud river basin”, Journal of Hydrology, 528, 773-789.
Safavi, H.R., Golmohammadi, M.H. and Sandoval-Solis, S. (2016). “Scenario analysis for integrated water resources planning and management under uncertainty in the Zayandehrud river basin”, Journal of Hydrology, 539, 625-639.
Sedighkia, M., Ayyoubzade, S.A. and Hajiesmaeli, M. (2017). “Modification of Tennant and Wetted Perimeter methods in Simindasht basin,Tehran province”, Civil Engineering and Infrastructure Journal, 50(2), 221-231.
Sieber, J. and Purkey, D. (2016). WEAP (Water Evaluation and Planning System), User guide, Stockholm Environment Institute (SEI), p. 392.
Seo, S.B., Mahinthakumar, G., Sankarasubramanian, A. and Kumar, M. (2018). “Conjunctive management of surface water and groundwater resources under drought conditions using a fully coupled hydrological model”, Journal of Water Resources Planning and Management, 144(9), 04018060.
Singh, A. (2014). “Conjunctive use of water resources for sustainable irrigated agriculture”, Journal of Hydrology, 519, 1688-1697.
Vedula, S., Mujumdara, P.P. and Chandra Sekhar, G. (2005), “Conjunctive use modeling for multicrop irrigation”, Agricultural Water Management, 73, 193-221.
Wu, X., Wu, B., Zheng, Y., Y, T., Liu, J. and Zheng, C. (2015). “Optimizing conjunctive use of surface water and groundwater for irrigation in arid and semi-arid areas: An integrated modeling approach”, European Geosciences Union (EGU) publication.
Zamin-Kav-Gostar Consulting Engineers,(2003), “Report of geoelectrical investigation in Ravansar-Sanjabi plain”, Technical Report, (In Persian). | ||
|
آمار تعداد مشاهده مقاله: 1,228 تعداد دریافت فایل اصل مقاله: 1,033 |
||