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Titlebook: Riverbank Filtration Hydrology; Stephen A. Hubbs Conference proceedings 2006 Springer Science+Business Media B.V. 2006 Filtration.Groundwa

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樓主: Body-Mass-Index
21#
發(fā)表于 2025-3-25 05:32:07 | 只看該作者
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發(fā)表于 2025-3-25 07:51:52 | 只看該作者
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24#
發(fā)表于 2025-3-25 17:05:27 | 只看該作者
Evaluating Streambed Forces Impacting the Capacity of Riverbed Filtration Systems,apter reviews shear forces exerted on a riverbed, and considers the additional forces developed under conditions of infiltration with saturated and unsaturated flow. Methods of measuring streambed shear stress are evaluated in relation to streambed scouring, and the relative impact of barge traffic
25#
發(fā)表于 2025-3-25 23:27:43 | 只看該作者
New Approaches for Estimating Streambed Infiltration Rates,ell equipped with monitoring wells and is mostly based on the observation of changes in chloride or oxygen-18 concentrations in surface water and infiltrate. The main determinants of the interaction between surface water and groundwater are the distribution of areas with different infiltration rates
26#
發(fā)表于 2025-3-26 01:31:53 | 只看該作者
Bioclogging in Porous Media: Tracer Studies,ere bioclogging. The mode of observation (flux averages or point measurements) thus becomes important. It is proposed that bioclogging may lead to changes in transport patterns as well. A first phase, where the dispersivity increases approximately linearly as the hydraulic conductivity decreases is
27#
發(fā)表于 2025-3-26 06:05:56 | 只看該作者
28#
發(fā)表于 2025-3-26 11:14:15 | 只看該作者
Clogging-Induced Flow and Chemical Transport Simulation in Riverbank Filtration Systems,water. In the United States, utilities that employ horizontal collector wells, have reported clogging of the riverbed in vicinity of the wells, particularly around the laterals that go toward the river. In this paper, we show the impact of clogging and associated reduction in leakage on flow and tra
29#
發(fā)表于 2025-3-26 13:18:53 | 只看該作者
Use of Aquifer Testing and Groundwater Modeling to Evaluate Aquifer/River Hydraulics at Louisville E. Payne Water Treatment Plant. The well was completed in a sand and gravel aquifer to a depth of 105 feet as part of a pilot study to evaluate the feasibility of converting their surface water supply to riverbank infiltration. One of the objectives of the study was to estimate the total yield capa
30#
發(fā)表于 2025-3-26 20:50:43 | 只看該作者
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