about
Coupled hydromechanical and electromagnetic disturbances in unsaturated porous materials.Modelled hydraulic redistribution by sunflower (Helianthus annuus L.) matches observed data only after including night-time transpiration.Evaluation of uncalibrated preferential flow models against data for isoproturon movement to drains through a heavy clay soil.Modeling Airflow Using Subject-Specific 4DCT-Based Deformable Volumetric Lung Models.Performance of complex snow cover descriptions in a distributed hydrological model system: A case study for the high Alpine terrain of the Berchtesgaden AlpsThe magnitude of hydraulic redistribution by plant roots: a review and synthesis of empirical and modeling studies.Unraveling the hydrodynamics of split root water uptake experiments using CT scanned root architectures and three dimensional flow simulations.Spread of Water-Borne Pollutants at Traffic Accidents on Roads.Paper pump for passive and programmable transport.Model simulations for describing water transport in a landfill with bottom ash from a municipal solid waste incinerator (MSWI): model validation and scenarios.Proposed water balance equation for municipal solid waste landfills in Jordan.Atrazine retention and degradation in the vadose zone at a till plain site in central Indiana.A leaky aquifer below Champlain Sea clay: closed-form solutions for natural seepage.Simulation of the migration and transformation of petroleum pollutants in the soils of the Loess plateau: a case study in the Maling oil field of northwestern China.The history of hydrology at Stanford University.Geophysical investigation of seepage beneath an earthen dam.Roots at the percolation threshold.PHT3D-UZF: A Reactive Transport Model for Variably-Saturated Porous Media.Field experiment and numerical simulation of point source irrigation with multiple tracers.Seepage face height, water table position, and well efficiency at steady state.A review on wax printed microfluidic paper-based devices for international health.Characterizing Stream-Aquifer Exchanges with Self-Potential Measurements.Characterization of focused seepage through an earthfill dam using geoelectrical methods.Hysteresis in relative permeabilities suffices for propagation of saturation overshoot: A quantitative comparison with experiment.Pumping test in a confined aquifer under tidal influence.Modeling sustainable reuse of nitrogen-laden wastewater by poplar.Analysis of rainfall infiltration law in unsaturated soil slope.Capillary saturation and desaturation.Numerical solutions of a generalized theory for macroscopic capillarity.Continuous-time random-walk model of transport in variably saturated heterogeneous porous media.Experimental and theoretical study of the spread of fluid from a point source on an inclined incontinence bed-pad.Fluid flow in porous media using image-based modelling to parametrize Richards' equation.Hydrogeological research: just getting started.Interfacial dynamics of two immiscible fluids in spatially periodic porous media: the role of substrate wettability.Fourier's heat conduction equation: History, influence, and connectionsMacropores and water flow in soils revisitedComparing the performance of 11 crop simulation models in predicting yield response to nitrogen fertilizationSolution of the unsaturated soil moisture equation using repeated transformsImpact of the soil hydrology scheme on simulated soil moisture memoryPerspectives in Modelling Climate–Hydrology Interactions
P2860
Q30453923-78F53609-0A00-4832-972D-3807C472EA7AQ30676219-EA288C57-3CD9-485C-9B88-BBF1A65665D7Q31926259-23665FAD-64FA-4C46-A3D2-0C295785C1E3Q36516014-3E79976E-F73B-4A08-A37B-EEF17F913BB6Q37270118-3C1EE44B-AC23-4CDD-823F-6D4FBB7EB490Q37993612-6A848114-C990-4D5C-BB54-31A57E98927AQ39143114-9C47D75C-F322-497F-823B-5071A18DE46FQ41370325-AEF7801C-2D25-47F5-9F02-10254631F83BQ41994148-B1A549DB-F662-4BF0-AB65-0BDBDCE75492Q43317094-147067AB-05D3-498D-881E-0141B8D87132Q43360355-F9AC2FE7-A96A-445E-A4CF-A215EAE1BB06Q43564370-BFF78625-784E-4CD4-8C75-DBF247AAB439Q43937250-4A33EE39-EB70-4C08-9370-ADCE3A1A4C62Q44567175-82FBBBC1-210A-485D-843B-A641850FD793Q45943827-5D7C2D7F-F254-4D22-ABC5-D188204C4C64Q46421913-EB4A55DC-309F-4CD9-B08B-8B93DDDAD276Q46728693-FD9F8490-AC41-4041-88E6-95A9BC1BE342Q46781258-D9D32DF5-ECB4-41A0-8DEA-9B07B884F5F7Q47205392-674D76CB-8C01-40F9-B1AC-D1ED6A53833FQ47298747-0279ADEF-178D-41B9-8BFC-048F2CBFFFA4Q47649107-39AA5CB1-9226-4A54-A4E9-DAB554F3B6E5Q47835224-7FA30F08-7493-4EA3-BF0F-7F4D33164F84Q50466421-75309AE9-7E96-4FC0-AF2C-7178A7C94135Q50646450-A2CE475F-E81D-4B71-8F7A-A18BF30FEA20Q51242231-13DDC0B8-9973-4A17-AAA0-1EC94C20BB8BQ51288720-DBB36AC9-45B3-4B0A-B365-390FD2183CB9Q51457415-953D270A-09E3-4C25-96EC-0D40416CE952Q51562826-D3D285DF-DD71-44FB-9C7A-DF15D030B511Q51707840-1B128E3E-BB4E-4D7E-88EE-07722D243852Q51708040-823827B7-8F40-4A5A-8C89-EE8DFF176A7DQ52011845-25FA01E3-58D0-4A1C-8D92-D9E383DFDB2BQ52383401-CB21A1EA-1856-454B-A708-29CEFEE8E4F1Q53435456-16062859-709E-48C3-97C9-8BA0CAC06276Q53473781-46A8E646-861B-4CF3-876E-798D5CF4828BQ56048344-31CE0E6B-39EB-4025-8FFE-ED4EA2E9A7DEQ56069379-22B9F9B8-90CF-4ABE-9D44-DCAD49CF4BCEQ56444955-8CD9F720-7095-4FE9-9160-D3E5BAC7E7D5Q56949543-E4FA03EE-ED7F-4896-8E80-462CA10F598EQ57197232-D406D495-73E7-44E3-BC58-914DF18BE2EEQ57197236-EEC9F641-E117-4D3E-BC4F-273FD7007B11
P2860
description
1931 nî lūn-bûn
@nan
1931 թուականի Նոյեմբերին հրատարակուած գիտական յօդուած
@hyw
1931 թվականի նոյեմբերին հրատարակված գիտական հոդված
@hy
1931年の論文
@ja
1931年論文
@yue
1931年論文
@zh-hant
1931年論文
@zh-hk
1931年論文
@zh-mo
1931年論文
@zh-tw
1931年论文
@wuu
name
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
@ast
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
@en
type
label
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
@ast
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
@en
prefLabel
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
@ast
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
@en
P356
P1433
P1476
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS
@en
P2093
L. A. Richards
P304
P356
10.1063/1.1745010
P577
1931-11-01T00:00:00Z