Using MODFLOW 2000 to Model ET and Recharge for Shallow Ground Water Problems
In environments with shallow ground water elevation, small changes in the water table can cause significant variations in recharge and evapotranspiration fluxes. Particularly, where ground water is close to the soil surface, both recharge and evapotranspiration are regulated by a thin unsaturated zo...
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Published in: | Ground water Vol. 47; no. 1; pp. 129 - 135 |
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Language: | English |
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Malden, USA
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01-01-2009
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Abstract | In environments with shallow ground water elevation, small changes in the water table can cause significant variations in recharge and evapotranspiration fluxes. Particularly, where ground water is close to the soil surface, both recharge and evapotranspiration are regulated by a thin unsaturated zone and, for accuracy, must be represented using nonconstant and often nonlinear relationships. The most commonly used ground water flow model today, MODFLOW, was originally designed with a modular structure with independent packages representing recharge and evaporation processes. Systems with shallow ground water, however, may be better represented using either a recharge function that varies with ground water depth or a continuous recharge and evapotranspiration function that is dependent on depth to water table. In situations where the boundaries between recharging and nonrecharging cells change with time, such as near a seepage zone, a continuous ground water flux relationship allows recharge rates to change with depth rather than having to calculate them at each stress period. This research article describes the modification of the MODFLOW 2000 recharge and segmented evapotranspiration packages into a continuous recharge-discharge function that allows ground water flux to be represented as a continuous process, dependent on head. The modifications were then used to model long-term recharge and evapotranspiration processes on a saline, semiarid floodplain in order to understand spatial patterns of salinization, and an overview of this process is given. |
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AbstractList | In environments with shallow ground water elevation, small changes in the water table can cause significant variations in recharge and evapotranspiration fluxes. Particularly, where ground water is close to the soil surface, both recharge and evapotranspiration are regulated by a thin unsaturated zone and, for accuracy, must be represented using nonconstant and often nonlinear relationships. The most commonly used ground water flow model today, MODFLOW, was originally designed with a modular structure with independent packages representing recharge and evaporation processes. Systems with shallow ground water, however, may be better represented using either a recharge function that varies with ground water depth or a continuous recharge and evapotranspiration function that is dependent on depth to water table. In situations where the boundaries between recharging and nonrecharging cells change with time, such as near a seepage zone, a continuous ground water flux relationship allows recharge rates to change with depth rather than having to calculate them at each stress period. This research article describes the modification of the MODFLOW 2000 recharge and segmented evapotranspiration packages into a continuous recharge-discharge function that allows ground water flux to be represented as a continuous process, dependent on head. The modifications were then used to model long-term recharge and evapotranspiration processes on a saline, semiarid floodplain in order to understand spatial patterns of salinization, and an overview of this process is given. AbstractIn environments with shallow ground water elevation, small changes in the water table can cause significant variations in recharge and evapotranspiration fluxes. Particularly, where ground water is close to the soil surface, both recharge and evapotranspiration are regulated by a thin unsaturated zone and, for accuracy, must be represented using nonconstant and often nonlinear relationships. The most commonly used ground water flow model today, MODFLOW, was originally designed with a modular structure with independent packages representing recharge and evaporation processes. Systems with shallow ground water, however, may be better represented using either a recharge function that varies with ground water depth or a continuous recharge and evapotranspiration function that is dependent on depth to water table. In situations where the boundaries between recharging and nonrecharging cells change with time, such as near a seepage zone, a continuous ground water flux relationship allows recharge rates to change with depth rather than having to calculate them at each stress period. This research article describes the modification of the MODFLOW 2000 recharge and segmented evapotranspiration packages into a continuous recharge-discharge function that allows ground water flux to be represented as a continuous process, dependent on head. The modifications were then used to model long-term recharge and evapotranspiration processes on a saline, semiarid floodplain in order to understand spatial patterns of salinization, and an overview of this process is given. In environments with shallow ground water elevation, small changes in the water table can cause significant variations in recharge and evapotranspiration fluxes. Particularly, where ground water is close to the soil surface, both recharge and evapotranspiration are regulated by a thin unsaturated zone and, for accuracy, must be represented using nonconstant and often nonlinear relationships. The most commonly used ground water flow model today, MODFLOW, was originally designed with a modular structure with independent packages representing recharge and evaporation processes. Systems with shallow ground water, however, may be better represented using either a recharge function that varies with ground water depth or a continuous recharge and evapotranspiration function that is dependent on depth to water table. In situations where the boundaries between recharging and nonrecharging cells change with time, such as near a seepage zone, a continuous ground water flux relationship allows recharge rates to change with depth rather than having to calculate them at each stress period. This research article describes the modification of the MODFLOW 2000 recharge and segmented evapotranspiration packages into a continuous recharge-discharge function that allows ground water flux to be represented as a continuous process, dependent on head. The modifications were then used to model long-term recharge and evapotranspiration processes on a saline, semiarid floodplain in order to understand spatial patterns of salinization, and an overview of this process is given. [PUBLICATION ABSTRACT] In environments with shallow ground water elevation, small changes in the water table can cause significant variations in recharge and evapotranspiration fluxes. Particularly, where ground water is close to the soil surface, both recharge and evapotranspiration are regulated by a thin unsaturated zone and, for accuracy, must be represented using nonconstant and often nonlinear relationships. The most commonly used ground water flow model today, MODFLOW, was originally designed with a modular structure with independent packages representing recharge and evaporation processes. Systems with shallow ground water, however, may be better represented using either a recharge function that varies with ground water depth or a continuous recharge and evapotranspiration function that is dependent on depth to water table. In situations where the boundaries between recharging and nonrecharging cells change with time, such as near a seepage zone, a continuous ground water flux relationship allows recharge rates to change with depth rather than having to calculate them at each stress period. This research article describes the modification of the MODFLOW 2000 recharge and segmented evapotranspiration packages into a continuous recharge-discharge function that allows ground water flux to be represented as a continuous process, dependent on head. The modifications were then used to model long-term recharge and evapotranspiration processes on a saline, semiarid floodplain in order to understand spatial patterns of salinization, and an overview of this process is given. Received October 2007, accepted April 2008. |
Author | Walker, Glen R. Doble, Rebecca C. Simmons, Craig T. |
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Cites_doi | 10.1002/hyp.1332 10.1029/JZ065i002p00780 10.1111/j.1745-6584.2003.tb02591.x 10.1097/00010694-195804000-00006 10.1016/0022-1694(93)90127-U 10.1029/2004WR003077 10.1016/j.advwatres.2004.02.016 10.1016/j.jhydrol.2006.02.007 10.1016/S1364-8152(98)00003-6 10.1097/00010694-198808000-00001 10.3133/ofr00466 10.3133/ofr200092 10.18174/njas.v3i1.17827 10.1007/BF02413005 |
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References | Diersch, H.-J.G. 1998. FEFLOW Reference Manual. Berlin, Germany: WASY Ltd. Gardner, W.R. 1958. Some steady state solutions of the unsaturated moisture flow equation with application to evaporation from a water table. Soil Science 85, no. 4: 228-232. Wind, G.P. 1955. A field experiment concerning capillary rise of moisture in a heavy clay soil. Netherlands Journal of Agricultural Science 3, no. 1: 60-69. Thorburn, P.J., G.R. Walker, and I.D. Jolly. 1995. Uptake of saline groundwater by plants: An analytical model for semi-arid and arid areas. Plant and Soil 175, no. 1: 1-11. Jolly, I.D., G.R. Walker, and P.J. Thorburn. 1993. Salt accumulation in semi-arid floodplain soils with implications for forest health. Journal of Hydrology 150, no. 2-4: 589-614. Doble, R.C., C.T. Simmons, I.D. Jolly, and G.R. Walker. 2006. Spatial relationships between vegetation cover and irrigation-induced groundwater discharge on a semi-arid floodplain, Australia. Journal of Hydrology 392, no. 1-2: 75-97. Childs, E.C. 1960. The nonsteady state of the water table in drained land. Journal of Geophysical Research 65, no. 2: 780-782. Panday, S., and P.S. Huyakorn. 2004. A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow. Advances in Water Resources 27, no. 4: 361-382. Jolly, I.D., K.A. Narayan, D. Armstrong, and G.R. Walker. 1998. The impact of flooding on modelling salt transport processes to streams. Environmental Modelling and Software 13, no. 1: 87-104. Petheram, C., W. Dawes, R. Grayson, A. Bradford, and G. Walker. 2003. A sub-grid representation of groundwater discharge using a one-dimensional groundwater model. Hydrological Processes 17, no. 11: 2279-2295. Crosbie, R.S., P. Binning, and J.D. Kalma. 2005. A time series approach to inferring groundwater recharge using the water table fluctuation method. Water Resources Research 41, W01008. Warrick, A.W. 1988. Additional solutions for steady-state evaporation from a shallow water table. Soil Science 146, no. 2: 63-66. McDonald, M.G., and A.W. Harbaugh. 2003. The history of MODFLOW. Ground Water 41, no. 2: 280-283. 1960; 65 2000 2004; 27 1998 1993; 150 1988; 146 1996 1958; 85 2005 2003; 17 2004 2003 2006; 392 2002 1995; 175 2003; 41 1998; 13 1988 1955; 3 e_1_2_6_21_1 e_1_2_6_10_1 e_1_2_6_20_1 Diersch H.‐J.G (e_1_2_6_7_1) 1998 e_1_2_6_9_1 e_1_2_6_8_1 e_1_2_6_19_1 e_1_2_6_5_1 e_1_2_6_4_1 e_1_2_6_6_1 e_1_2_6_13_1 Wind G.P (e_1_2_6_23_1) 1955; 3 e_1_2_6_14_1 e_1_2_6_3_1 e_1_2_6_11_1 e_1_2_6_2_1 e_1_2_6_12_1 e_1_2_6_22_1 e_1_2_6_17_1 e_1_2_6_18_1 e_1_2_6_15_1 e_1_2_6_16_1 |
References_xml | – volume: 392 start-page: 75 issue: no. 1–2 year: 2006 end-page: 97 article-title: Spatial relationships between vegetation cover and irrigation‐induced groundwater discharge on a semi‐arid floodplain, Australia publication-title: Journal of Hydrology – volume: 146 start-page: 63 issue: no. 2 year: 1988 end-page: 66 article-title: Additional solutions for steady‐state evaporation from a shallow water table publication-title: Soil Science – volume: 27 start-page: 361 issue: no. 4 year: 2004 end-page: 382 article-title: A fully coupled physically‐based spatially‐distributed model for evaluating surface/subsurface flow publication-title: Advances in Water Resources – volume: 17 start-page: 2279 issue: no. 11 year: 2003 end-page: 2295 article-title: A sub‐grid representation of groundwater discharge using a one‐dimensional groundwater model publication-title: Hydrological Processes – year: 2002 – volume: 3 start-page: 60 issue: no. 1 year: 1955 end-page: 69 article-title: A field experiment concerning capillary rise of moisture in a heavy clay soil publication-title: Netherlands Journal of Agricultural Science – volume: 65 start-page: 780 issue: no. 2 year: 1960 end-page: 782 article-title: The nonsteady state of the water table in drained land publication-title: Journal of Geophysical Research – year: 1988 – year: 2003 – year: 2004 – volume: 41 start-page: 280 issue: no. 2 year: 2003 end-page: 283 article-title: The history of MODFLOW publication-title: Ground Water – year: 2000 – year: 1996 – volume: 85 start-page: 228 issue: no. 4 year: 1958 end-page: 232 article-title: Some steady state solutions of the unsaturated moisture flow equation with application to evaporation from a water table publication-title: Soil Science – volume: 150 start-page: 589 issue: no. 2–4 year: 1993 end-page: 614 article-title: Salt accumulation in semi‐arid floodplain soils with implications for forest health publication-title: Journal of Hydrology – volume: 175 start-page: 1 issue: no. 1 year: 1995 end-page: 11 article-title: Uptake of saline groundwater by plants: An analytical model for semi‐arid and arid areas publication-title: Plant and Soil – year: 2005 article-title: A time series approach to inferring groundwater recharge using the water table fluctuation method publication-title: Water Resources Research – year: 1998 – volume: 13 start-page: 87 issue: no. 1 year: 1998 end-page: 104 article-title: The impact of flooding on modelling salt transport processes to streams publication-title: Environmental Modelling and Software – ident: e_1_2_6_19_1 doi: 10.1002/hyp.1332 – ident: e_1_2_6_3_1 doi: 10.1029/JZ065i002p00780 – ident: e_1_2_6_20_1 – ident: e_1_2_6_16_1 doi: 10.1111/j.1745-6584.2003.tb02591.x – ident: e_1_2_6_10_1 doi: 10.1097/00010694-195804000-00006 – ident: e_1_2_6_15_1 doi: 10.1016/0022-1694(93)90127-U – ident: e_1_2_6_5_1 doi: 10.1029/2004WR003077 – ident: e_1_2_6_18_1 doi: 10.1016/j.advwatres.2004.02.016 – ident: e_1_2_6_9_1 doi: 10.1016/j.jhydrol.2006.02.007 – ident: e_1_2_6_13_1 – ident: e_1_2_6_14_1 doi: 10.1016/S1364-8152(98)00003-6 – volume-title: FEFLOW Reference Manual year: 1998 ident: e_1_2_6_7_1 contributor: fullname: Diersch H.‐J.G – ident: e_1_2_6_8_1 – ident: e_1_2_6_22_1 doi: 10.1097/00010694-198808000-00001 – ident: e_1_2_6_2_1 doi: 10.3133/ofr00466 – ident: e_1_2_6_6_1 – ident: e_1_2_6_11_1 doi: 10.3133/ofr200092 – volume: 3 start-page: 60 issue: 1 year: 1955 ident: e_1_2_6_23_1 article-title: A field experiment concerning capillary rise of moisture in a heavy clay soil publication-title: Netherlands Journal of Agricultural Science doi: 10.18174/njas.v3i1.17827 contributor: fullname: Wind G.P – ident: e_1_2_6_4_1 – ident: e_1_2_6_21_1 doi: 10.1007/BF02413005 – ident: e_1_2_6_17_1 – ident: e_1_2_6_12_1 |
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SubjectTerms | Aquifers Environmental Monitoring - methods Evaporation Groundwater Models, Theoretical Water Movements Water Supply - analysis |
Title | Using MODFLOW 2000 to Model ET and Recharge for Shallow Ground Water Problems |
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