کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
6411567 1629929 2015 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Temporal moment analysis for stochastic-advective vertical solute transport in heterogeneous unsaturated soils
ترجمه فارسی عنوان
تجزیه و تحلیل لحظه ای زمانبندی برای حمل و نقل اتکائی تصادفی- عددی در خاک های غیر اشباع ناهمگن
کلمات کلیدی
لحظات لحظه ای، نفوذ، حمل و نقل حل، مدل های جلو شارپ، بالا بردن
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات فرآیندهای سطح زمین
چکیده انگلیسی


- Temporal moments of solute transport for unsteady unsaturated flows are presented.
- Local-scale model is developed based on sharp front approximation.
- For upscaling, lognormal distribution of saturated hydraulic conductivity is considered.
- Theoretical results reduce the need for computationally extensive numerical solutions.
- Developed model is compared with numerical results.

SummaryTemporal moment analysis of solute transport in unsaturated soils subjected to rainfall events is typically achieved by the numerical solution of the flow field from the Richards equation followed by a numerical solution of the advection-dispersion equation before computing moments. These numerical solutions are computationally very intensive, and may not provide the insights that are possible from simpler analytical representations. In this study, temporal moments of solute transport for unsteady unsaturated flows under rainfall conditions at the soil surface are presented for the first time. A local-scale model for water movement is derived from a sharp front approximation and is combined with a model for transport of solute particles along the main characteristics of the flow field. Expressions for travel times from the local-scale model are first presented for pre- and post-ponding conditions. These local solutions are upscaled to field-scale solute transport by adopting a log-normally distributed spatial hydraulic conductivity field. Semi-analytical expressions are developed for temporal moments of travel times. These expressions are compared to 1-D Monte Carlo simulation results, and to 3-D numerical results for model corroboration. The model is used to investigate the behavior of macroscopic Eulerian effective velocities and dispersion at the field-scale. Expressions for asymptotic effective properties show that effective velocity achieves a constant value while effective dispersion increases linearly with depth. The roles of pre-ponding and post-ponding conditions in determining field-scale dispersion are described.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Hydrology - Volume 521, February 2015, Pages 261-273
نویسندگان
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