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Tottori Sand

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Image
(a) A location map of the experimental site near Tottori Sand Dune and (b) an aerial photo of the study site modified from an aerial image provided by Geospatial Information Authority of Japan.
Published: 17 June 2021
Figure 3. (a) A location map of the experimental site near Tottori Sand Dune and (b) an aerial photo of the study site modified from an aerial image provided by Geospatial Information Authority of Japan.
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Dependence of dθp/dT on water content: (a) Tottori sand and (b) Loess. dθp/dT is the slope of the linear response of θp to T in Fig. 3.
Published: 01 May 2013
Fig. 4. Dependence of dθ p /d T on water content: (a) Tottori sand and (b) Loess. dθ p /d T is the slope of the linear response of θ p to T in Fig. 3 .
Image
Temperature response and inverse fit of the STD2 data set for Tottori sand at soil water contents of 0.05, 0.20, and 0.37 m3 m−3. The STD2 data set included random errors with a standard deviation of 0.025°C.
Published: 01 February 2009
F ig . 5. Temperature response and inverse fit of the STD2 data set for Tottori sand at soil water contents of 0.05, 0.20, and 0.37 m 3 m −3 . The STD2 data set included random errors with a standard deviation of 0.025°C.
Image
Thermal responses at various soil water content values for the Tottori sand.
Published: 01 November 2003
Fig. 7. Thermal responses at various soil water content values for the Tottori sand.
Journal Article
Journal: Geophysics
Published: 17 June 2021
Geophysics (2021) 86 (5): WB51–WB59.
...Figure 3. (a) A location map of the experimental site near Tottori Sand Dune and (b) an aerial photo of the study site modified from an aerial image provided by Geospatial Information Authority of Japan. ...
FIGURES
First thumbnail for: Estimating infiltration front depth using time-lap...
Second thumbnail for: Estimating infiltration front depth using time-lap...
Third thumbnail for: Estimating infiltration front depth using time-lap...
Image
Response of the apparent water content (probe output) to temperature at each actual water content (θa): (a) Tottori sand and Theta Probe ML2x, (b) Tottori sand and MiniTDR, (c) Loess and ECH2O EC-20, and (d) Loess and ECH2O 5TE.
Published: 01 May 2013
Fig. 3. Response of the apparent water content (probe output) to temperature at each actual water content (θ a ): (a) Tottori sand and Theta Probe ML2x, (b) Tottori sand and MiniTDR, (c) Loess and ECH 2 O EC-20, and (d) Loess and ECH 2 O 5TE.
Image
Schematics showing (a) the top view and (b) the side view of the infiltration experiment at Tottori sand dunes.
Published: 20 April 2023
Figure 2 Schematics showing (a) the top view and (b) the side view of the infiltration experiment at Tottori sand dunes.
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Experimentally determined temperature dependency of specific heat of the Tottori sand.
Published: 01 November 2003
Fig. 2. Experimentally determined temperature dependency of specific heat of the Tottori sand.
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Relationship between dielectric permittivity and water content for Tottori sand.
Published: 01 February 2008
F ig . 2. Relationship between dielectric permittivity and water content for Tottori sand.
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Dependence of bulk electrical conductivity on water content for Tottori sand. Electrical conductivity of the soil solution was 5.4 dS m−1.
Published: 01 February 2008
F ig . 3. Dependence of bulk electrical conductivity on water content for Tottori sand. Electrical conductivity of the soil solution was 5.4 dS m −1 .
Image
Relationships between the actual water content and the apparent water content of the dielectric probes (ECH2O probes Models EC-5 and EC-20, WET-2 sensor, Theta Probe ML2x, and MiniTDR) at the reference temperature (25°C): (a) Tottori sand and (b) Loess. The apparent water content was calculated using the raw output and the calibration function provided by the manufacturer for each probe.
Published: 01 May 2013
Fig. 2. Relationships between the actual water content and the apparent water content of the dielectric probes (ECH 2 O probes Models EC-5 and EC-20, WET-2 sensor, Theta Probe ML2x, and MiniTDR) at the reference temperature (25°C): (a) Tottori sand and (b) Loess. The apparent water content
Journal Article
Published: 01 May 2013
Vadose Zone Journal (2013) 12 (2): vzj2012.0184.
...Fig. 4. Dependence of dθ p /d T on water content: (a) Tottori sand and (b) Loess. dθ p /d T is the slope of the linear response of θ p to T in Fig. 3 . ...
FIGURES
First thumbnail for: Calibration of Temperature Effect on Dielectric Pr...
Second thumbnail for: Calibration of Temperature Effect on Dielectric Pr...
Third thumbnail for: Calibration of Temperature Effect on Dielectric Pr...
Journal Article
Published: 01 November 2003
Vadose Zone Journal (2003) 2 (4): 561–571.
...Fig. 7. Thermal responses at various soil water content values for the Tottori sand. ...
FIGURES
First thumbnail for: Multi-Functional Heat Pulse Probe for the Simultan...
Second thumbnail for: Multi-Functional Heat Pulse Probe for the Simultan...
Third thumbnail for: Multi-Functional Heat Pulse Probe for the Simultan...
Journal Article
Published: 01 February 2008
Vadose Zone Journal (2008) 7 (1): 31–38.
...F ig . 2. Relationship between dielectric permittivity and water content for Tottori sand. ...
FIGURES
First thumbnail for: Parameter Estimation of a Root Water Uptake Model ...
Second thumbnail for: Parameter Estimation of a Root Water Uptake Model ...
Third thumbnail for: Parameter Estimation of a Root Water Uptake Model ...
Image
Calibration of the Wenner array of the multi-functional heat pulse probe (MFHPP) for the Tottori Dune sand.
Published: 01 November 2003
Fig. 5. Calibration of the Wenner array of the multi-functional heat pulse probe (MFHPP) for the Tottori Dune sand.
Journal Article
Published: 01 February 2009
Vadose Zone Journal (2009) 8 (1): 167–173.
...F ig . 5. Temperature response and inverse fit of the STD2 data set for Tottori sand at soil water contents of 0.05, 0.20, and 0.37 m 3 m −3 . The STD2 data set included random errors with a standard deviation of 0.025°C. ...
FIGURES
First thumbnail for: Design and Numerical Analysis of a Button Heat Pul...
Second thumbnail for: Design and Numerical Analysis of a Button Heat Pul...
Third thumbnail for: Design and Numerical Analysis of a Button Heat Pul...
Journal Article
Published: 20 April 2023
Journal of Environmental and Engineering Geophysics (2022) 27 (4): 219–231.
...Figure 2 Schematics showing (a) the top view and (b) the side view of the infiltration experiment at Tottori sand dunes. ...
FIGURES
First thumbnail for: Continuous Automatic Estimation of Volumetric Wate...
Second thumbnail for: Continuous Automatic Estimation of Volumetric Wate...
Third thumbnail for: Continuous Automatic Estimation of Volumetric Wate...
Journal Article
Published: 01 December 2006
Bulletin of the Seismological Society of America (2006) 96 (6): 2131–2145.
...Olga V. Pavlenko; Kojiro Irikura Abstract Acceleration records of the Tottori earthquake (6 October 2000), provided by stations of the Digital Strong-Motion Network Kik-Net, show clear evidence of the nonlinearity of soil response at sites located in near-fault zones. In this study, records...
FIGURES
First thumbnail for: Nonlinear Behavior of Soils Revealed from the Reco...
Second thumbnail for: Nonlinear Behavior of Soils Revealed from the Reco...
Third thumbnail for: Nonlinear Behavior of Soils Revealed from the Reco...
Journal Article
Published: 01 August 2003
Bulletin of the Seismological Society of America (2003) 93 (4): 1730–1745.
... depending on the different number of stations used, the amount of noise present in the records, and the change in the seismic moment, corner frequency, and source model of the reference event. Aftershocks of the 2000 Tottori, Japan, earthquake were used to estimate the site effects and Q factor...
FIGURES
First thumbnail for: Estimation of Site Effects and Q Factor Using a Re...
Second thumbnail for: Estimation of Site Effects and Q Factor Using a Re...
Third thumbnail for: Estimation of Site Effects and Q Factor Using a Re...
Journal Article
Journal: Clay Minerals
Published: 01 December 2018
Clay Minerals (2018) 53 (4): 721–732.
... investigates the effects of clay-mineral type and content on the swelling characteristics and permeability of bentonite–sand mixtures with clay minerals using one-dimensional swelling-pressure and constant-pressure permeability tests. The hydraulic conductivity of bentonite–sand–clay mineral mixtures increased...
FIGURES
First thumbnail for: Effects of clay-mineral type and content on the hy...
Second thumbnail for: Effects of clay-mineral type and content on the hy...
Third thumbnail for: Effects of clay-mineral type and content on the hy...