Revealing vertical aquifer heterogeneity and hydraulic anisotropy by pumping partially penetrating wells
نویسندگان
چکیده
Abstract The stratification of sedimentary aquifers introduces spatial variability in hydraulic conductivity, primarily between individual horizontal layers. On larger scales, the vertical heterogeneity enhances anisotropy, with conductivity typically exceeding one. In this study, anisotropy a stratified aquifer is estimated from data tests which water sequentially extracted well sections screened at different depths, and response measured various multilevel observation wells. applicability method demonstrated by field fluvial gravel Upper Rhine Valley, Germany. A homogeneous anisotropic model, models three five layers, are fitted to drawdowns steady-shape regime, differences head locations do not change over time even though values themselves change. position layers based on lithology drilling profile pumping-well location. three-layer model achieved merging insensitive or similar sensitive fits result estimates radial conductivities for all respective models, upscaled effective parameters entire depth case multilayer models. shows significantly higher errors than those heterogeneous locally only reveal but also lead three-times ratio upon upscaling.
منابع مشابه
Semi-analytical solution for flow in a leaky unconfined aquifer toward a partially penetrating pumping well
r a 200 .029 : +1 208 cgiss.bo Summary A semi-analytical solution is presented for the problem of flow in a system consisting of unconfined and confined aquifers, separated by an aquitard. The unconfined aquifer is pumped continuously at a constant rate from a well of infinitesimal radius that partially penetrates its saturated thickness. The solution is termed semi-analytical because the exact...
متن کاملSlug tests in partially penetrating wells
A semianalytical solution is presented to a mathematical model describing the flow of groundwater inresponse to a slug test in a confined or unconfined porous formation. The model incorporates the effects of partial penetration, anisotropy, finiteradius well skins, and upper and lower boundaries of either a constant-head or an impermeable form. This model is employed to investigate the error th...
متن کاملA Slug Test for Determining Hydraulic Conductivity of Unconfined Aquifers With Completely or Partially Penetrating Wells
A procedure is presented for calculating the hydraulic conductivity of an aquifer near a well from the rate of rise of the water level in the well after a certain volume of water is suddenly removed. The calculation is based on the Thiem equation of steady state flow to a welL. The effective radius Re over which the head difference between the equilibrium water table in the aquifer and the wate...
متن کاملHydraulic Conductivity Imaging from 3-D Transient Hydraulic Tomography at Several Pumping/Observation Densities
[1] 3-D Hydraulic tomography (3-D HT) is a method for aquifer characterization whereby the 3-D spatial distribution of aquifer flow parameters (primarily hydraulic conductivity, K) is estimated by joint inversion of head change data from multiple partially penetrating pumping tests. While performance of 3-D HT has been studied extensively in numerical experiments, few field studies have demonst...
متن کاملCharacterization of aquifer heterogeneity using transient hydraulic tomography
[1] Hydraulic tomography is a cost-effective technique for characterizing the heterogeneity of hydraulic parameters in the subsurface. During hydraulic tomography surveys a large number of hydraulic heads (i.e., aquifer responses) are collected from a series of pumping or injection tests in an aquifer. These responses are then used to interpret the spatial distribution of hydraulic parameters o...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Hydrogeology Journal
سال: 2022
ISSN: ['1431-2174', '1435-0157']
DOI: https://doi.org/10.1007/s10040-022-02458-9