Geotech_RPT_Appendix_E_-_Permeability_Calculations.pdf
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- Amendment 5 Federal contract opportunity
- Solicitation number
- W912P9-17-R-0051
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Text version
El ev a ti o n
N A
V D
FT
El e va ti o n
N A
V D
FT
DESIGNED
DRAWN
CHECKED
REVISIONS LOWER WOOD RIVER CUTOFF WALL Figure:
Reach 1 Flank
Sta 144+00 to 151+75
REVIEWED
Scale: N.T.S. DATE: July 2013
0 0.1 0.2 0.3 0.4 0.5
13LWRCW101R 13LWRCW102R
13LWRCW103R WRL-RS-S2086
D10
EL. 402
EL. 330
EL. 420
EL. 415
EL. 300
Φ'=23º
Φ'=33º
Φ'=26º
EL. 360
Φ'=32º
20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
13LWRCW101R 13LWRCW102R 13LWRCW103R 13LWRCW101R
13LWRCW102R 13LWRCW103R WRL-RS-S2086
Effective Friction Angle (degrees)
CLAY 1
CLAY 2
TILL
SAND 1
Ground Surface
SAND 2
0 10 20 30 40 50 60 70
13LWRCW101R
13LWRCW102R
13LWRCW103R
WRL-RS-S2086
Moisture Content e va ti o n
N A
V D
FT
El e va ti o n
N A
V D
FT
LOWER WOOD RIVER CUTOFF WALL Figure:
Reach 2 Flank
Sta 151+75 to 161+50
Scale: N.T.S. DATE: November 2013
Notes:
(1) Drained Strength of coarse grained soils based on empirical relationships with N1,60 as shown by Peck, Hansen and Thornburn, 1974; as approximated by Wolff, 1989
(2) Drained Strength of fine grained soils based on empirical relationships with Atterburg Limits shown in Figure 3-2 in EM 1110-12-1913, 30 Apr
0 0.1 0.2 0.3 0.4 0.5
13LWRCW104R
13LWRCW105R
13LWRCW106R
WRL-RS-S2087
WRL-RS-S2088
D10
EL. 402
EL. 330
EL. 420
EL. 410
EL. 300
Φ'=23º
Φ'=33º
Φ'=26º
EL. 360
Φ'=32º
EL.415
20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
13LWRCW104R 13LWRCW105R
13LWRCW106R 13LWRCW104R
13LWRCW105R 13LWRCW106R
WRL-RS-S2087 WRL-RS-S2088
Effective Friction Angle (degrees)
CLAY 1
CLAY 3
TILL
SAND 1
Ground Surface
SAND 2
CLAY 2
0 10 20 30 40 50 60 70
13LWRCW104R
13LWRCW105R
13LWRCW106R
WRL-RS-S2087
WRL-RS-S2088
e va ti o n
N A
V D
FT
El e va ti o n
N A
V D
FT
LOWER WOOD RIVER CUTOFF WALL Figure:
Reach 3 Mainline
Sta 161+50 to 172+00
Scale: N.T.S. DATE: November 2013
Notes:
(1) Drained Strength of coarse grained soils based on empirical relationships with N1,60 as shown by Peck, Hansen and Thornburn, 1974; as approximated by Wolff, 1989
(2) Drained Strength of fine grained soils based on empirical relationships with Atterburg Limits shown in Figure 3-2 in EM 1110-12-1913, 30 Apr
0 0.1 0.2 0.3 0.4 0.5
13LWRCW107R
13LWRCW108R
WRL-RS-S2090
WRL-RS-S2091
WRL-RS-S2092
D10
EL. 430
EL. 424
EL. 330
EL. 300
Φ'=26º
Φ'=28º
Φ'=30º
EL. 390
EL. 355
Φ=34º
Φ=32º
20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
13LWRCW107R
13LWRCW108R
13LWRCW107R
13LWRCW108R
WRL-RS-S2092
Effective Friction Angle (degrees)
SAND 1
SAND 2
Ground Surface
CLAY 1
TILL
SAND 3
0 10 20 30 40 50 60 70
13LWRCW107R
13LWRCW108R
WRL-RS-S2090
WRL-RS-S2091
WRL-RS-S2092
at io n N
AV
D
(F T)
El ev at io n N
AV
D
(F T)
REVISIONS Lower Wood River Cut Off Wall Phase II Figure:
Landside
8STA 172+00 to 183+00
Scale: N.T.S. DATE: October 2014
0 10 20 30 40 50 60 70
WRL‐RS‐S2092
13‐LWRCW‐109R
13‐LWRCW‐110R
13‐LWRCW‐111R
13‐LWRCW‐108R
14‐LWRCW‐112
14‐LWRCW‐113
WRLR‐655‐08
Plasticity Index and N1,60 (In Sands)
0 0.1 0.2 0.3 0.4 0.5
WRL‐RS‐S2092
13‐LWRCW‐108R
13‐LWRCW‐109R
13‐LWRCW‐110R
13‐LWRCW‐111R
14‐LWRCW‐112
14‐LWRCW‐113
WRLR‐655‐08
D10
EL. 426
18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
WRL‐RS‐S2092
13‐LWRCW‐108R
13‐LWRCW‐109R
13‐LWRCW‐110R
13‐LWRCW‐111R
14‐LWRCW‐112
WRLR‐655‐08
Effective Friction Angle (degrees)
CL/CH
SM
GP
SP/GP
SP‐SM
Ground Surface
Bedrock
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line at io n N
AV
D
(F T)
El ev at io n N
AV
D
(F T)
REVISIONS Lower Wood River Cut Off Wall Phase II Figure:
Landside
8STA 183+00 to 197+00
Scale: N.T.S. DATE: October 2014
0 10 20 30 40 50 60 70
14‐LWRCW‐114
14‐LWRCW‐115
14‐LWRCW‐116
14‐LWRCW‐117
WRLR‐659‐08
Plasticity Index and N1,60 (In Sands)
0 0.1 0.2 0.3 0.4 0.5
14‐LWRCW‐114
14‐LWRCW‐115
14‐LWRCW‐116
14‐LWRCW‐117
WRLR‐659‐08
D10
EL. 426
18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50
14‐LWRCW‐114
14‐LWRCW‐115
14‐LWRCW‐116
14‐LWRCW‐117
WRLR‐659‐08
Effective Friction Angle (degrees)
CLAY 1
SILT 1
SAND 1
TILL 1
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line
B3ECGCLM
Line
D10
Ki
(cm/sec)
Layer
Top El.
(ft)
Layer
Bottom
El. (ft) di
(ft)
Ki
(ft/sec) diKi
(ft /sec) kf
(ft/sec) kf
(cm x 10 -4
/sec)
1.5kf
(cm x 10 -4
/sec)
1.5kf
(feet/day)
0.09 0.0193 400.0 360.0 40.0 0.0006 0.0253 0.0005 143 214
0.08 0.0131 400.0 360.0 40.0 0.0004 0.0171
0.08 0.0131 400.0 360.0 40.0 0.0004 0.0171
0.08 0.0131 400.0 360.0 40.0 0.0004 0.0171
0.08 0.0131 400.0 360.0 40.0 0.0004 0.0171
D10
Ki
(cm/sec)
Layer
Top El.
(ft)
Layer
Bottom
El. (ft) di
(ft)
Ki
(ft/sec) diKi
(ft /sec) kf
(ft/sec) kf
(cm x 10
/sec)
1.5kf
(cm x 10 -4
/sec)
1.5kf
(feet/day)
0.14 0.0536 400.0 360.0 40.0 0.0018 0.0703 0.0018 536 805
0.15 0.0611 400.0 360.0 40.0 0.0020 0.0801
0.15 0.0611 400.0 360.0 40.0 0.0020 0.0801
0.13 0.0463 400.0 360.0 40.0 0.0015 0.0607
0.13 0.0463 400.0 360.0 40.0 0.0015 0.0607
D10
Ki
(cm/sec)
Layer
Top El.
(ft)
Layer
Bottom
El. (ft) di
(ft)
Ki
(ft/sec) diKi
(ft /sec) kf
(ft/sec) kf
(cm x 10
/sec)
1.5kf
(cm x 10 -4
/sec)
1.5kf
(feet/day)
0.22 0.1185 400.0 360.0 40.0 0.0039 0.1555 0.0035 1081 1622
0.22 0.1185 400.0 360.0 40.0 0.0039 0.1555
0.20 0.1012 400.0 360.0 40.0 0.0033 0.1329
0.20 0.1012 400.0 360.0 40.0 0.0033 0.1329
0.20 0.1012 400.0 360.0 40.0 0.0033 0.1329
Shallow Aquifer Permeabilities for K ranges
Shallow Aquifer Perms - D10 Lower Bounds
Shallow Aquifer Perms - D10 Average
Shallow Aquifer Perms - D10 Upper Bounds
D10
Ki
(cm/sec)
Layer
Top El.
(ft)
Layer
Bottom
El. (ft) di
(ft)
Ki
(ft/sec) diKi
(ft /sec) kf
(ft/sec) kf
(cm x 10
/sec)
1.5kf
(cm x 10 -4
/sec)
1.5kf
(feet/day)
0.14 0.0536 360.0 330.0 30.0 0.0018 0.0527 0.0012 360 540
0.11 0.0323 360.0 330.0 30.0 0.0011 0.0318
0.11 0.0323 360.0 330.0 30.0 0.0011 0.0318
0.10 0.0257 360.0 330.0 30.0 0.0008 0.0253
D10
Ki
(cm/sec)
Layer
Top El.
(ft)
Layer
Bottom
El. (ft) di
(ft)
Ki
(ft/sec) diKi
(ft /sec) kf
(ft/sec) kf
(cm x 10
/sec)
1.5kf
(cm x 10 -4
/sec)
1.5kf
(feet/day)
0.23 0.1274 360.0 330.0 30.0 0.0042 0.1254 0.0038 1164 1745
0.22 0.1185 360.0 330.0 30.0 0.0039 0.1166
0.21 0.1098 360.0 330.0 30.0 0.0036 0.1081
0.21 0.1098 360.0 330.0 30.0 0.0036 0.1081
D10
Ki
(cm/sec)
Layer
Top El.
(ft)
Layer
Bottom
El. (ft) di
(ft)
Ki
(ft/sec) diKi
(ft /sec) kf
(ft/sec) kf
(cm x 10
/sec)
1.5kf
(cm x 10 -4
/sec)
1.5kf
(feet/day)
0.46 0.3604 360.0 330.0 30.0 0.0118 0.3547 0.0109
0.39 0.2854 360.0 330.0 30.0 0.0094 0.2809
0.46 0.3604 360.0 330.0 30.0 0.0118 0.3547
0.42 0.3173 360.0 330.0 30.0 0.0104 0.3123
Deep Aquifer Permeabilities for K ranges
Deep Aquifer Perms - D10 Average
Deep Aquifer Perms - D10 Upper Bounds
3308 4963
Deep Aquifer Perms - D10 Lower Bounds
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