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ClimateAsymmetricFunc

Potential evaporation calculation - asymmetric air temperature and relative humidity.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 6.3.19.1 Wilson-Penman Equation for Computing AE (Coupled Solution).

Figures 6.38 - 6.42

Model filename: USMEP_Textbook > ClimateAsymmetricFunc.svm

Tags: USMEP_Textbook,SVFLUX,SVHEAT,1D Vertical,Transient,1D,Evaporation,USMEP

Attachments:d3cc8c8146-Fig6.38.png
d87ba2b7a4-Fig6.39.png
32a7414101-Fig6.40.png
1e5f5b3162-Fig6.41corrected.png
9b5ac05cd3-Fig6.41original.png
6bf8a33cd0-Fig6.42corrected.png
f1fc78fc23-Fig6.42original.png

ClimateDailyMean

Potential evaporation calculation - Average daily air temperature and relative humidity.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 6.3.19.1 Wilson-Penman Equation for Computing AE (Coupled Solution).

Figures 6.38 - 6.42

Note that this model does not represent the "applying daily mean value" series in Figure 6.41 and Figure 6.42 in the first printing of the textbook.

Model filename: USMEP_Textbook > ClimateDailyMean.svm

Tags: USMEP_Textbook,SVFLUX,SVHEAT,1D Vertical,Transient,1D,Evaporation,USMEP

Attachments:6de6329091-Fig6.38.png
99b5e1695f-Fig6.39.png
93bedadc29-Fig6.40.png
c6b0213cce-Fig6.41corrected.png
9a3c87b44e-Fig6.41original.png
c003964953-Fig6.42corrected.png
df7d4affc2-Fig6.42original.png

ClimateSymmetricFunc

Potential evaporation calculation - Symmetric air temperature and relative humidity.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 6.3.19.1 Wilson-Penman Equation for Computing AE (Coupled Solution).

Figures 6.38 - 6.42

Note that this model does not represent the "symmetrical" series in Figure 6.41 and Figure 6.42 in the first printing of the textbook. The original figures represent a symmetrical air temperature with an asymmetrical relative humidity.

Model filename: USMEP_Textbook > ClimateSymmetricFunc.svm

Tags: USMEP_Textbook,SVFLUX,SVHEAT,1D Vertical,Transient,1D,Evaporation,USMEP

Attachments:74b8c3e940-Fig6.38.png
90f95857d3-Fig6.39.png
cbdcf2db76-Fig6.40.png
4b67e4efa1-Fig6.41corrected.png
3c1fd0da77-Fig6.41original.png
68aad1d9c1-Fig6.42corrected.png
7f4b5cb95b-Fig6.42original.png

Earth_Dam_Anisotropic

Saturated-Unsaturated, steady-state seepage through an anisotropic earthfill dam with a horizontal drain.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.6 Examples of Two-Dimensional, Steady-State Water Flow Problems.

Figures 8.42, 8.44

Model filename: USMEP_Textbook > Earth_Dam_Anisotropic.svm

Tags: USMEP_Textbook,SVFLUX,2D,Steady-State,USMEP,dams

Attachments:447f9fecd8-Fig8.42.png
91db83f0bc-Fig8.44a.png
f945419229-Fig8.44b.png

Earth_Dam_Impervious

Saturated-Unsaturated, steady-state seepage through an isotropic earthfill dam with impervious lower boundary.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.6 Examples of Two-Dimensional, Steady-State Water Flow Problems.

Figures 8.42, 8.47

Model filename: USMEP_Textbook > Earth_Dam_Impervious.svm

Tags: USMEP_Textbook,dams,SVFLUX,2D,Steady-State,USMEP

Attachments:34ad1e9ce2-Fig8.42.png
244405750c-Fig8.47a.png
af8a14b4fa-Fig8.47b.png

Earth_Dam_Isotropic

Saturated-Unsaturated, steady-state seepage through an isotropic earthfill dam with a horizontal drain.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.6 Examples of Two-Dimensional, Steady-State Water Flow Problems.

Figures 8.42 - 8.43

Model filename: USMEP_Textbook > Earth_Dam_Isotropic.svm

Tags: USMEP_Textbook,SVFLUX,2D,Steady-State,USMEP,dams

Attachments:42fa69cec7-Fig8.42.png
23041a8932-Fig8.43a.png
c1ac5960b4-Fig8.43b.png

Earth_Dam_ReservoirFilling_From4m

Transient reservoir filling. The initial water level in the reservoir is 4m. The reservoir is raised instantaneously to 10m.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.10 Example of Water Flow through Earth Dam.

Figures 8.51 - 8.55

Note that this model does not correspond to the text description of an initially empty reservoir nor the permeability and water storage functions presented in Figure 8.51. The results presented in Figures 8.52 - 8.55 do represent this scenario.

Model filename: USMEP_Textbook > Earth_Dam_ReservoirFilling_From4m.svm

Tags: USMEP_Textbook,SVFLUX,2D,Transient,Water Table,USMEP,dams

Attachments:5e26bcb373-Fig8.51a.png
1204227e8d-Fig8.51b.png
468d0ae3ea-Fig8.51c.png
23661a0c0b-Fig8.51c_corrected.png
ebd15aca16-Fig8.52a.png
03e2d95493-Fig8.52b.png
f6cce4295c-Fig8.53a.png
a54d1d3480-Fig8.53b.png
274c37f813-Fig8.54a.png
2663cccad9-Fig8.54b.png
4cd2c0df32-Fig8.55a.png
47ac4cb01c-Fig8.55b.png

Earth_Dam_ReservoirFilling_FromEmpty

Transient reservoir filling. The reservoir is initially empty with an initial head = 0m. The reservoir is raised instantaneously to 10m.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.10 Example of Water Flow through Earth Dam.

Figures 8.51 - 8.55

Note that this model corresponds to the text description of an initially empty reservoir and the permeability and water storage functions presented in Figure 8.51. The results presented in Figures 8.52 - 8.55 represent a scenario where there is an initial water level of 4m in the reservoir.

Model filename: USMEP_Textbook > Earth_Dam_ReservoirFilling_FromEmpty.svm

Tags: USMEP_Textbook,SVFLUX,2D,Transient,USMEP,dams

Attachments:0b3f0e303e-Fig8.51a.png
b09c8a4333-Fig8.51b.png
733b73bb36-Fig8.51c.png
39588d9931-Fig8.51c_corrected.png
308863ccc6-Fig8.52a_corrected.png
891b117227-Fig8.52b_corrected.png
30dae7ae3b-Fig8.53a_corrected.png
8d420ae9a8-Fig8.53b_corrected.png
e724ed6f1c-Fig8.54a_corrected.png
cad23fce9b-Fig8.54b_corrected.png
45118a885a-Fig8.55a_corrected.png
ba3f5991d3-Fig8.55b_corrected.png

Earth_Dam_SS_Rainfall

Saturated-Unsaturated, steady-state seepage through an isotropic earthfill dam with a horizontal drain under steady-state rainfall at ground surface.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.6 Examples of Two-Dimensional, Steady-State Water Flow Problems.

Figures 8.42, 8.46

Model filename: USMEP_Textbook > Earth_Dam_SS_Rainfall.svm

Tags: USMEP_Textbook,SVFLUX,2D,Steady-State,USMEP,dams

Attachments:7341749b4d-Fig8.42.png
0b810d2b3d-Fig8.46a.png
48746e8492-Fig8.46b.png

Earth_Dam_WithCore

Saturated-Unsaturated, steady-state seepage through an isotropic earthfill dam with core and horizontal drain.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.6 Examples of Two-Dimensional, Steady-State Water Flow Problems.

Figures 8.42, 8.45

Model filename: USMEP_Textbook > Earth_Dam_WithCore.svm

Tags: USMEP_Textbook,SVFLUX,2D,Steady-State,USMEP,dams

Attachments:282f99d004-Fig8.42.png
71354e74c2-Fig8.45a.png
64bd3dcca1-Fig8.45b.png

EmpiricalAE_SVFlux

Verification of SVFlux evaporative model coupled with heat against the evaporation solution present by Ward Wilson in his thesis "Soil Evaporative Fluxes for Geotechnical Engineering Problems"

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 6.3.20 Example Calculations of AE.

Figures 6.45, 6.47

Model filename: USMEP_Textbook > EmpiricalAE_SVFlux.svm

Tags: USMEP_Textbook,SVFLUX,1D Vertical,Transient,1D,Evaporation,Waste management,Cover design,Benchmarking,USMEP

Attachments:b7845773a1-Fig6.45.png
2652aafe91-Fig6.47.png

LagoonWithLiner

Transient groundwater seepage below a lagoon. The lagoon is placed over a 1m thick soil liner.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.11 Example of Groundwater Seepage below Lagoon.

Figures 8.56 - 8.60

Model filename: USMEP_Textbook > LagoonWithLiner.svm

Tags: USMEP_Textbook,SVFLUX,2D,Transient,Water Table,USMEP

Attachments:807d7dfe88-Fig8.56a.png
de8b9de4f5-Fig8.56b.png
bc80c812a0-Fig8.56c.png
789e0adcc7-Fig8.56c_corrected.png
343e7d0ba8-Fig8.57a.png
cabf96b219-Fig8.57b.png
ffa68fd206-Fig8.58a.png
1015af4e23-Fig8.58b.png
88c4a42ec7-Fig8.59a.png
9ede3c5400-Fig8.59b.png
b012d4c060-Fig8.60a.png
8e0b31edc3-Fig8.60b.png

LayeredHillSlopeSeepage

Transient seepage within a layered hill slope under constant infiltration. Rulon and Freeze (1985) studied this problem using a sandbox model.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 8.3.12 Example of Seepage within Layered Hill Slope.

Figures 8.61 - 8.69

Model filename: USMEP_Textbook > LayeredHillSlopeSeepage.svm

Tags: USMEP_Textbook,SVFLUX,2D,Transient,Water Table,USMEP

Attachments:59bf00d82e-Fig8.61.png
71a23ea1f0-Fig8.62.png
fe26d352b5-Fig8.63a.png
aec8354859-Fig8.63b.png
4b86951ccd-Fig8.63c.png
6a7e47a831-Fig8.63c_corrected.png
2b0a5710cc-Fig8.64.png
a9ef3c9769-Fig8.65.png
5da39bed54-Fig8.66.png
fc0def8f4b-Fig8.67.png
c3cbf22c0a-Fig8.68.png
d85c00fc6a-Fig8.69.png

LimitingFunction1997_SVFlux

Verification of SVFlux evaporative model coupled with heat against the evaporation solution present by Ward Wilson in his thesis "Soil Evaporative Fluxes for Geotechnical Engineering Problems"

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 6.3.20 Example Calculations of AE.

Figures 6.45, 6.47

Model filename: USMEP_Textbook > LimitingFunction1997_SVFlux.svm

Tags: USMEP_Textbook,SVFLUX,1D Vertical,Transient,1D,Evaporation,Waste management,Cover design,Benchmarking,USMEP

Attachments:7aeaa11c45-Fig6.45.png
f6928dc927-Fig6.47.png

Rykaart_3DTailingsDam_Modified_SS

This is a model of a 3D tailings dam. It is based on the model presented in the thesis of Maritz Rykaart. The geometry is as presented in the thesis, but the material properties are different. This steady-state model uses the results of the steady state model Rykaart_3DTailingsDam_Modified_SSSat.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 1.6.7 Finite Element Mesh for Three-Dimensional Tailings Pond.

Figure 1.21

Model filename: USMEP_Textbook > Rykaart_3DTailingsDam_Modified_SS.svm

Tags: USMEP_Textbook,USMEP,Water Table,Steady-State,3D,SVFLUX,Water resources management,Earth Dam / Levees

Attachments:89d1e275b3-Fig1-21.png

Rykaart_3DTailingsDam_Modified_SSSat

This is a model of a 3D tailings dam. It is based on the model presented in the thesis of Maritz Rykaart. The geometry is as presented in the thesis, but the material properties are different. This is the steady-state model.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 1.6.7 Finite Element Mesh for Three-Dimensional Tailings Pond.

Figure 1.21

Model filename: USMEP_Textbook > Rykaart_3DTailingsDam_Modified_SSSat.svm

Tags: USMEP_Textbook,Water resources management,USMEP,Water Table,SVFLUX,Steady-State,3D,Earth Dam / Levees

Attachments:cc191cf96e-Fig1-21.png

Rykaart_3DTailingsDam_Modified_T

This is a model of a 3D tailings dam. It is based on the model presented in the thesis of Maritz Rykaart. The geometry is as presented in the thesis, but the material properties are different. This transient model uses the results of the steady state model Rykaart_3DTailingsDam_Modified_SS.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 1.6.7 Finite Element Mesh for Three-Dimensional Tailings Pond.

Figure 1.21

Model filename: USMEP_Textbook > Rykaart_3DTailingsDam_Modified_T.svm

Tags: USMEP_Textbook,Earth Dam / Levees,Water resources management,USMEP,3D,SVFLUX,Water Table,Transient

Attachments:7e37e7b59e-Fig1-21.png

SS2DFlow_Earth_Fill_Dam

This model will determine the final position of the phreatic surface and the flux rate through an earth fill dam.The earth fill dam example is the classic numerical model.The model is used to assess the effectiveness of a clay core in dissipating the energy of the water.

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 1.6.6 Example of Two-Dimensional Seepage Analysis.

Figure 1.20

Note: This is a duplicate of the model Earth_Fill_Dam presented in the EarthDams project as an SVFlux Tutorial model.

Model filename: USMEP_Textbook > SS2DFlow_Earth_Fill_Dam.svm

Tags: USMEP_Textbook,SVFLUX,2D,Steady-State,EarthDams,USMEP

Attachments:44afe5ac26-Fig1-20.png

WilsonEmpircalAE_TH

Verification of SVFlux evaporative model coupled with heat against the evaporation solution present by Ward Wilson in his thesis "Soil Evaporative Fluxes for Geotechnical Engineering Problems"

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 6.3.20 Example Calculations of AE.

Figures 6.46 - 6.47

Model filename: USMEP_Textbook > WilsonEmpircalAE_TH.svm

Tags: USMEP_Textbook,SVFLUX,SVHEAT,1D Vertical,Transient,1D,Evaporation,Waste management,Cover design,Benchmarking,USMEP

Attachments:c3cd7529ba-Fig6.46.png
714d467602-Fig6.47.png

WilsonLimiting1997_TH

Verification of SVFlux evaporative model coupled with heat against the evaporation solution present by Ward Wilson in his thesis "Soil Evaporative Fluxes for Geotechnical Engineering Problems"

This model is presented in the Unsaturated Soil Mechanics in Engineering Practice textbook.

Section 6.3.20 Example Calculations of AE.

Figures 6.46 - 6.47

Model filename: USMEP_Textbook > WilsonLimiting1997_TH.svm

Tags: USMEP_Textbook,SVFLUX,SVHEAT,1D Vertical,Transient,1D,Evaporation,Waste management,Cover design,Benchmarking,USMEP

Attachments:b4cc7feff6-Fig6.46.png
ba25dee575-Fig6.47.png

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