• 沒有找到結果。

(b) Bilinear Elastoplastic Model

y Fy

Ke

Ke KP

Displacement Force

2.12

(a) Flag-Shaped Model

1

(b)Stiffness Degrading Flag-Shaped Model 2.13

0 25 50 75 100 125 150 Lateral Displacement (mm)

0 50 100 150 200 250

Lateral Force (kN)

Specimen 1 Specimen 2

Test Analysis

2.14

-160 -120 -80 -40 0 40 80 120 160

Lateral Displacement (mm) -250

-200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%)

FS Model Test

2.15 (FS Model) 1 1

-20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6 % FS Model

Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5 % FS Model

Test

-90 -45 0 45 90

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(c) Drift 3 % FS Model

Test

-120 -60 0 60 120

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 4 %

FS Model Test

-140 -70 0 70 140

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 5 %

FS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 6 %

FS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

FS Model

2.16 (FS Model) 1 1

Drift (%) 0

3 6 9 12 15

Elastic Stiffness (kN/mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

0.6 6

2.17 1 1

Drift (%) 0

1 2 3 4 5

Inelastic Stiffness (kN/mm) FS Model SDFS Model Test

0.9 1.5 2 3 4 5 6

2.18 1 1

Drift (%)

0 5000 10000 15000 20000

Hysteretic Energy (kN-mm)

FS Model SDFS Model Test

0.9 1.5 2 3 4 5 6

2.19 1 1

Drift (%)

0 5 10 15 20 25

Yield Displacement (mm) FS Model SDFS Model Test

0.9 1.5 2 3 4 5 6

0.6

2.20 1 1

Drift (%) 0

40 80 120 160 200 240

Yield Force (kN)

FS Model SDFS Model

Test

0.9 1.5 2 3 4 5 6

0.6

2.21 1 1

-160 -120 -80 -40 0 40 80 120 160

Lateral Displacement (mm) -250

-200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%)

FS Model Test

2.22 (FS Model) 2 1

-20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6 %

FS Model Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5 % FS Model

Test

-90 -45 0 45 90

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(c) Drift 3 %

FS Model Test

-120 -60 0 60 120

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 4 % FS Model

Test

-140 -70 0 70 140

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 5 %

FS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 6 % FS Model

Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

FS Model

2.23 (FS Model) 2 1

Drift (%) 0

3 6 9 12 15

Elastic Stiffness (kN/mm)

0.9 1.5 2 3 4 5 6

0.6 FS Model SDFS Model Test

2.24 2 1

Drift (%) 0

1 2 3 4 5

Inelastic Stiffness (kN/mm)

FS Model SDFS Model Test

0.9 1.5 2 3 4 5 6

2.25 2 1

Drift (%) 0

5000 10000 15000 20000

Hysteretic Energy (kN-mm)

FS Model SDFS Model Test

0.9 1.5 2 3 4 5 6

2.26 2 1

Drift (%) 0

5 10 15 20 25

Yield Displacement (mm) FS Model SDFS Model Test

0.9 1.5 2 3 4 5 6

0.6

2.27 2 1

Drift (%) 0

40 80 120 160 200 240

Yield Force (kN/mm) FS Model SDFS Model Test

0.9 1.5 2 3 4 5 6

0.6

2.28 2 1

∆/∆y

Stiffness Degrading Ratio (β)

1.0

0.1

A A'

B' B

C C'

Elastic Inelastic

2.29

Lateral Displacement

Lateral Force (Ultimate)

2 (First Yield)

1 Fy

F1

1 y

0

Ke

Kp

n

Fn n

2.30

6

Force

Displacement Fy

Fyα -Fy

− y

Fyα

y

2.31

6

Force

Displacement

Fyα

Fyα

-Fy

− y Fy

y

2.32

-150 -100 -50 0 50 100 150 Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN) -6 -4 -2 0 2 4 6Drift (%) α=0.46

-150 -100 -50 0 50 100 150 Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN) -6 -4 -2 0 2 4 6Drift (%) α=0.92

-160 -120 -80 -40 0 40 80 120 160

Lateral Displacement (mm) -250

-200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%)

α=0.46 α=0.92

2.33

0 1 2 3 4 5 6 7 8 9 10 11 12

∆/∆y 0

0.2 0.4 0.6 0.8 1 1.2

Stiffness Degrading Ratio

Elastic

Inelastic Specimen 1

Specimen 2 Analysis

2.34 1

0 1 2 3 4 5 6 7 8 9 10 11 12

∆/∆y 0

0.2 0.4 0.6 0.8 1 1.2

Stiffness Degrading Ratio

Elastic

Inelastic Specimen 1

Specimen 2 Analysis

2.35 2

-160 -120 -80 -40 0 40 80 120 160 Lateral Displacement (mm)

-250 -200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%)

SDFS Model Test

2.36 1

-160 -120 -80 -40 0 40 80 120 160

Lateral Displacement (mm) -250

-200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%)

FS Model Test

2.37 2

-20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6 %

SDFS Model Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5 % SDFS Model

Test

-90 -45 0 45 90

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(c) Drift 3 %

SDFS Model Test

-120 -60 0 60 120

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 4 %

SDFS Model Test

-140 -70 0 70 140

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 5 % SDFS Model

Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 6 %

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

SDFS Model

2.38 (SDFS Model) 1 1

-20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6 % SDFS Model

Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5 %

SDFS Model Test

-90 -45 0 45 90

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(c) Drift 3 %

SDFS Model Test

-120 -60 0 60 120

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 4 %

SDFS Model Test

-140 -70 0 70 140

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 5 % SDFS Model

Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 6 %

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

SDFS Model

2.39 (SDFS Model) 2 1

1

2

3 4 9

10

11

12

13 Force

Displacement Fy

β+e2Fy

β+e2α+Fy α+Fy

-χFy -χβe6Fy -χβe6αFy

y

− y

0

Ke

Kp

Ke β+e2Ke

6

18 8

5 14 16 15

17 7

χFy

γKp

2.40

50 Ton Actuator

Footing Tie-down

Laboratory Strong Floor Laboratory

Strong Wall

3300

Curvature Instrumentation

S N

Footing

8502030420

19-15 mm Grade 270 low-relaxation prestressing strands

Segment 3340

Load Stub

3.1

0 5 10 15 20 25 30

Cycle Number -8

-6 -4 -2 0 2 4 6 8

Drift (%)

6.0%

5.0%

4.0%

3.0%

1.5% 2.0%

0.6% 0.9%

0.4%

0.2%

0.15%

0.3%

0.1%

3.2

S8

Cross Strain Guages Uniaxial Strain Guages

200

Tendon Strain Gauge Location

S8,S9,S10

2030 3300 S13S12

S11

S12 S4

S2 S3 S11

Cross Strain GuagesUniaxial Strain Guages

200 Section B-BS9,S10

S5,S6,S4,S8

840

N

Tendon Strain Gauge Location

S11,S12

2030 3300 S10

S9

-160 -120 -80 -40 0 40 80 120 160 Lateral Displacement (mm)

-250 -200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

-6 -5 -4 -3 -2 -1Drift (%)0 1 2 3 4 5 6

Pull Direction Push Direction

3.5 1 2

-0 40 80 120 160

Lateral Displacement (mm) 0

50 100 150 200 250

Lateral Force (kN)

1st Test (6% Drift) 2nd Test (Envelope)

3.6 1 1 = +0.06 2

-0 0.01 0.02 0.03 0.04 0.05 Strain Gauge on Strand (%)

0 200 400 600 800 1000 1200 1400 1600 1800 2000

Axial Stress(MPa)

ks

fpu=1874 MPa

3.7

--6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%) 2400

2700 3000 3300 3600 3900 4200

Strand Force (kN)

1st Test 2nd Test Specimen 1

Specimen 2

3.8

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 Drift (%)

0 5 10 15 20

Gap Opening (mm)

Segment 1 Segment 2 1st Test

2nd Test

3.9 1

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%) 0

5 10 15 20

Gap Opening (mm)

Segment 1 Segment 2 1st Test

2nd Test

3.10 2

-160 -120 -80 -40 0 40 80 120 160

Lateral Displacement (mm)

-250 -200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

-6 -5 -4 -3 -2 -1Drift (%)0 1 2 3 4 5 6

Pull Direction Push Direction

3.11 2 2

--6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

Drift (%)

Strain(%) Normalized StrainST 4ST 3ST 2

W E

N S ST2

ST4

ST3 ST1

0.76 1 2

0.5 0.6

0.7 0.8

3.12 2 2

-160 -120 -80 -40 0 40 80 120 160 Lateral Displacement (mm)

-250 -200 -150 -100 -50 0 50 100 150 200 250

Lateral Force (kN)

Pull Direction Push Direction

Specimen 1 2nd Test Specimen 2 2nd Test

3.13 1 2 2

--20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6%

FS Model Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5%

FS Model Test

-80 -40 0 40 80

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(c) Drift 3.0%

FS Model Test

-120 -60 0 60 120

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 4.0%

FS Model Test

-130 -65 0 65 130

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 5.0%

FS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 6.0%

FS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(g) Test Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(a) FS Model FS Model

3.14 (FS Model) 1 2

Drift (%) 0

3 6 9 12 15

Elastic Stiffness (kN/mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

0.6 6

3.15 1 2

Drift (%) 0

1 2 3 4 5

Inelastic Stiffness (kN-mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

6

3.16 1 2

Drift (%) 0

5000 10000 15000 20000

Hysteretic Energy (kN-mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

3.17 1 2

Drift (%) 0

5 10 15 20 25

Yield Displacement (mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

6

3.18 1 2

Drift (%) 0

40 80 120 160 200 240

Yield Force (kN)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

6

3.19 1 2

-20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6%

FS Model Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5%

FS Model Test

-90 -45 0 45 90

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 3.0%

FS Model Test

-60 -30 0 30 60

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(c) Drift 2.0%

FS Model Test

-140 -70 0 70 140

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 4.0%

FS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 5.0%

FS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(g) Test Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(a) FS Model FS Model

3.20 (FS Model) 2 2

Drift (%) 0

3 6 9 12 15

Elastic Stiffness (kN/mm)

0.9 1.5 2 3 4 5

0.6 FS Model SDFS Model Test

3.21 2 2

Drift (%) 0

1 2 3 4 5

Inelastic Stiffness (kN/mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

3.22 2 2

Drift (%) 0

5000 10000 15000 20000

Hysteretic Energy (kN-mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

3.23 2 2

Drift (%) 0

5 10 15 20 25

Yield Displacement (mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

3.24 2 2

Drift (%) 0

40 80 120 160 200 240

Yield Displacement (mm)

0.9 1.5 2 3 4 5

FS Model SDFS Model Test

3.25 2 2

-20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6%

SDFS Model Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5%

SDFS Model Test

-90 -45 0 45 90

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(c) Drift 3.0%

SDFS Model Test

-120 -60 0 60 120

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 4.0%

SDFS Model Test

-140 -70 0 70 140

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 5.0%

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 6.0%

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(g) Test Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(a) FS Model FS Model

3.26 (SDFS Model) 1 2

( )

-20 -10 0 10 20 Lateral Displacement (mm) -160

-80 0 80 160

Lateral Force (kN)

(a) Drift 0.6%

SDFS Model Test

-40 -20 0 20 40

Lateral Displacement (mm) -160

-80 0 80 160

Lateral Force (kN)

(b) Drift 1.5%

SDFS Model Test

-80 -40 0 40 80

Lateral Displacement (mm) -160

-80 0 80 160

Lateral Force (kN)

(c) Drift 3.0%

SDFS Model Test

-120 -60 0 60 120

Lateral Displacement (mm) -160

-80 0 80 160

Lateral Force (kN)

(d) Drift 4.0%

SDFS Model Test

-130 -65 0 65 130

Lateral Displacement (mm) -160

-80800 160

Lateral Force (kN)

(e) Drift 5.0%

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -240-160160240-80800

Lateral Force (kN)

(f) Drift 6.0%

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -240-160160240-80800

Lateral Force (kN)

(g) Test Test

-150 -100 -50 0 50 100 150 Lateral Displacement (mm) -240-160160240-80800

Lateral Force (kN)

(a) FS Model FS Model

3.27 (SDFS Model) 1 2

( )

-20 -10 0 10 20 Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(a) Drift 0.6%

SDFS Model Test

-40 -20 0 20 40

Lateral Displacement (mm) -200

-100 0 100 200

Lateral Force (kN)

(b) Drift 1.5%

SDFS Model Test

-90 -45 0 45 90

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(d) Drift 3.0%

SDFS Model Test

-60 -30 0 30 60

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(c) Drift 2.0%

SDFS Model Test

-140 -70 0 70 140

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(e) Drift 4.0%

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(f) Drift 5.0%

SDFS Model Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(g) Test Test

-160 -80 0 80 160

Lateral Displacement (mm) -250

-125 0 125 250

Lateral Force (kN)

(a) FS Model

SDFS Model

3.28 (SDFS Model) 2 2

( )

K

T

/2 K

T

/2 P(t)

U(t)

C

4.1

U(t)

u

g

(t) u

g

(t)

K

T

/2 K

T

/2

u

g

(t) C

4.2

0 10 20 30

(a) Loma Prieta: Anderson Dam

0 10 20 30

(b) Loma Prieta: Saratoga

0 10 20 30 40

(c) Landers: Joshua Tree

0 10 20 30

(d) Landers: Coolwater

0 10 20 30

(e) Northridge: Beverly Hills

0 10 20 30

(f) Northridge: Castsic Old Ridge

0 10 20 30

(g) Chi-Chi: TCU034

0 20 40 60

(h) Chi-Chi: TCU039

4.3 8

0 0.5 1 1.5 2 2.5 3 Period (sec)

0 1 2 3 4 5

Spectral Acceleration (g)

(a) Elastic Acceleration Response Spectra

ATC 32 Soil Type C M=7.25± 0.25, PGA=0.7g Mean of 8 Scaled Records

0 0.5 1 1.5 2 2.5 3

Period (sec) 0

50 100 150 200 250

Spectral Displacement (cm)

(b) Elastic Displacement Response Spectra

ATC 32 Soil Type C M=7.25± 0.25, PGA=0.7g Mean of 8 Scaled Records

4.4 8

0 100 200 300 400 500 600 700 800 900 Lateral Displacement (mm)

0 2 4 6 8

Lateral Force (MN)

Ke= 56 kN/mm

Kp(FS Model)= 2.2 kN/mm Kp(SDFS Model)= 20 kN/mm

TestFS Model SDFS Model

4.5 1

-600 -300 0 300 600 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (a) Loma Prieta: Anderson Dam

SDFS Model FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (b) Loma Prieta: Saratoga

SDFS Model FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (c) Landers: Joshua Tree

SDFS Model FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (d) Landers: Coolwater

SDFS Model FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (e) Northridge: Beverly Hills

SDFS Model FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (f) Northridge: Castsic Old Ridge

SDFS Model FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (g) Chi-Chi:Tcu034

SDFS Model FS Model

-1200 -600 0 600 1200

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -8 -4 0 4 8Drift(%) (h) Chi-Chi:Tcu039

SDFS Model FS Model

4.6

-600 -300 0 300 600 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(a) Loma Prieta: Anderson Dam SDFS Model

BE Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(b) Loma Prieta: Saratoga SDFS Model

BE Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (c) Landers: Joshua Tree

SDFS Model BE Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (d) Landers: Coolwater

SDFS Model BE Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(e) Northridge: Beverly Hills SDFS Model

BE Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(f) Northridge: Castsic Old Ridge SDFS Model

BE Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(g) Chi-Chi:Tcu034 SDFS Model

BE Model

-1200 -600 0 600 1200

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -8 -4 0 4 8Drift(%)

(h) Chi-Chi:Tcu039 SDFS Model

BE Model

4.7

-600 -300 0 300 600 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(a) Loma Prieta: Anderson Dam SDFS Model

SD Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(b) Loma Prieta: Saratoga SDFS Model

SD Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (c) Landers: Joshua Tree

SDFS Model SD Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (d) Landers: Coolwater

SDFS Model SD Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (e) Northridge: Beverly Hills

SDFS Model SD Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(f) Northridge: Castsic Old Ridge SDFS Model

SD Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(g) Chi-Chi:Tcu034 SDFS Model

SD Model

-1200 -600 0 600 1200

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -8 -4 0 4 8Drift(%)

(h) Chi-Chi:Tcu039 SDFS Model

SD Model

4.8

-600 -300 0 300 600 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.46

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(a) Loma Prieta: Anderson Dam

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.46

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(b) Loma Prieta: Saratoga

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.46

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(c) Landers: Joshua Tree

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.46

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(d) Landers: Coolwater

4.9

-600 -300 0 300 600 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(e) Northridge: Beverly Hills

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(f) Northridge: Castsic Old Ridge

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(g) Chi-Chi:Tcu034

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

-1200 -600 0 600 1200

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) α=0.92

(h) Chi-Chi:Tcu039

4.9 ( )

0 10 20 30

(a) Loma Prieta: Anderson Dam

SDFS Model

(b) Loma Prieta: Saratoga

SDFS Model

(c) Landers: Joshua Tree

SDFS Model

(d) Lander: Coolwater

SDFS Model

(e) Northridge: Beverly Hills SDFS Model

(f) Northridge: Castsic Old Ridge SDFS Model

(g) Chi-Chi: TCU034

SDFS Model

(h) Chi-Chi: TCU039

SDFS Model FS Model

4.10

0 10 20 30

(a) Loma Prieta: Anderson Dam

SDFS Model

(b) Loma Prieta: Saratoga

SDFS Model

(c) Landers: Joshua Tree

SDFS Model

(d) Lander: Coolwater

SDFS Model

(e) Northridge: Beverly Hills

SDFS Model

(f) Northridge: Castsic Old Ridge

SDFS Model

(g) Chi-Chi: TCU034

SDFS Model

(h) Chi-Chi: TCU039

SDFS Model BE Model

4.11

0 10 20 30

(a) Loma Prieta: Anderson Dam

SDFS Model

(b) Loma Prieta: Saratoga

SDFS Model

(c) Landers: Joshua Tree

SDFS Model

(d) Lander: Coolwater

SDFS Model

(e) Northridge: Beverly Hills SDFS Model

(f) Northridge: Castsic Old Ridge SDFS Model

(g) Chi-Chi: TCU034

SDFS Model

(h) Chi-Chi: TCU039

SDFS Model SD Model

4.12

0 500 1000 1500 2000

Maximum Displacement (mm) Drift(%)

1 2 3 4 5 6

SDFS Model (1st Motion) FS Model

7 8

BE Model SD Model

SDFS Model (2nd Motion)

2 4 6 8 10 12 14

0 4.13

0 5 10 15 20 25

Hysteretic Energy (kN-m)

1 2 3 4 5 6

SDFS Model (1st Motion)FS Model

7 8

BE Model SD Model

SDFS Model (2nd Motion)

4.14

0 5 10 15 20 25

Absorbed Energy (kN-m)

1 2 3 4 5 6

SDFS Model (1st Motion) FS Model

7 8

BE Model SD Model

SDFS Model (2nd Motion)

4.15

-600 -300 0 300 600 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(a) Loma Prieta: Anderson Dam SDFS Model

FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(b) Loma Prieta: Saratoga SDFS Model

FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (c) Landers: Joshua Tree

SDFS Model FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(d) Landers: Coolwater SDFS Model

FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(e) Northridge: Beverly Hills SDFS Model

FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(f) Northridge: Castsic Old Ridge SDFS Model

FS Model

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (g) Chi-Chi:Tcu034

SDFS Model FS Model

-2000 -1000 0 1000 2000 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -8 -4 0 4 8Drift(%) (h) Chi-Chi:Tcu039

SDFS Model FS Model

4.16 2

-600 -300 0 300 600 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(a) Loma Prieta: Anderson Dam 1st Motion

2nd Motion

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(b) Loma Prieta: Saratoga 1st Motion

2nd Motion

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(c) Landers: Joshua Tree 1st Motion

2nd Motion

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(d) Landers: Coolwater 1st Motion

2nd Motion

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (e) Northridge: Beverly Hills

1st Motion 2nd Motion

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%)

(f) Northridge: Castsic Old Ridge 1st Motion

2nd Motion

-600 -300 0 300 600

Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -4 -2 0 2 4Drift(%) (g) Chi-Chi:Tcu034

1st Motion 2nd Motion

-2000 -1000 0 1000 2000 Lateral Displacement (mm) -10

-5 0 5 10

Lateral Force (MN) -12 -6 0 6 12Drift(%)

(h) Chi-Chi:Tcu039 1st Motion

2nd Motion

4.17 1 2

0 10 20 30

(a) Loma Prieta: Anderson Dam

1st Motion

(b) Loma Prieta : Saratoga

1st Motion

(c) Landers: Joshua Tree

1st Motion

(d) Lander: Coolwater

1st Motion

(e) Northridge: Beverly Hills

1st Motion

(f) Northridge: Castsic Old Ridge

1st Motion

(g) Chi-Chi: TCU034

1st Motion

(h) Chi-Chi: TCU039

1st Motion 2nd Motion

4.18 1 2

-400 -200 0 200 400

-400 -200 0 200 400

-150 -100 -50 0 50 100 150

-400 -200 0 200 400

-500 -250 0 250 500

4.23 T =0.5 (sec) (Northridge: Beverly Hills)

-500 -250 0 250 500

4.24 T =1.0 (sec) (Northridge: Beverly Hills)

-800 -400 0 400 800

-800 -400 0 400 800

0 1 2 3 Period (sec)

0 30 60 90 120 150

Maximum Displacement (cm)

(a) Maximum Displacement (cm) Cy=0.1

Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

α=0.46 α=0.92

0 1 2 3

Period(sec) 0

3 6 9 12

Ductility

(b) Ductility

Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8 α=0.46

α=0.92

4.27

0 1 2 3 Period(sec)

0 0.2 0.4 0.6 0.8 1

Cy

α=0.46 α=0.92

0.3

4.28

0 1 2 3 Period (sec)

0 50 100 150 200 250 300

Hysteretic Energy (N-cm) Cy=0.1

Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8 α=0.46

α=0.92

0 1 2 3

Period (sec) 0

50 100 150 200 250 300

Vh (cm/s)

Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8 α=0.46

α=0.92

4.29

0 1 2 3 Period (sec)

0 50 100 150 200 250 300

Absorbed Energy (N-cm) Cy=0.1

Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8 α=0.46

α=0.92

0 1 2 3

Period (sec) 0

50 100 150 200 250 300

Va (cm/s)

Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8 α=0.46

α=0.92

4.30

0 1 2 3 Period (sec)

0 0.2 0.4 0.6 0.8 1

Absolute Maximum Acceleration (g)

Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8 α=0.46

α=0.92

4.31

3.1 1

3.2 1 2

3.3 45 ( = -0.009 )

3.4 45 ( = +0.015 )

3.5 ( = -0.02 )

3.6 ( = -0.03 )

3.7 ( = -0.05 )

3.8 ( = +0.06 )

3.9 ( = +0.06 )

3.10 ( = -0.06 )

3.11 ( = -0.06 )

3.12

3.13

3.14 2 2

3.15 ( = +0.004 )

3.16 ( = -0.006 )

3.17 ( = +0.009 )

3.18 ( = +0.009 )

3.19 ( = +0.015 )

3.20 ( = -0.015 )

3.21 ( = +0.02 )

3.22 ( = -0.02 )

3.23 ( = -0.02 )

3.24 ( = -0.03 )

3.25 ( = +0.03 )

3.26 (( = +0.03 )

3.27 ( = -0.04 )

3.28 ( = +0.04 )

3.29 ( = -0.05 )

3.30 ( = -0.05 )

3.31 ( = -0.05 )

NONSPEC INPUT Output

XMASS PK DELTAT XOUT TCONV

NSTIFF NUYP NDAMP ITYPE IENG IPUNCH JTAPE IHED JPUNCH JPRINT

DAMP T η

KOUNT IND DT FACTOR FMT RECORD

α+

α χ γ

D1 D2 D3 C1 C2 C3

D1P D2P D3P C1P C2P C3P Example:

/home2/grad/ccchou/EQ/imperial/westmoc.v2 chan3 -1.0 0.15 0.002 1000000. 0.01 -1 -1 1 4 0 2 0 1 0 1 0.05

1.26 .333957

3000 0 -0.020 1.00000000 (8E10.0) westmorelan_CAST360.dat

0.25

0.25 1.0 1.0

1.0 4.0 8.0 1.0 0.4 0.2 1.0 4.0 8.0 1.0 0.4 0.2

α+: α: χ : γ :

D1 D2 D3 : ( )

C1 C2 C3 : ( )

D1P D2P D3P : ( )

C1P C2P C3P : ( )

170 Inel1 INPUT Z, G, GT, NPOINTS, DT, AG, ROU, TRY, TOL, MAXCYC,GAS

NPER, NZAI, NDUCT, NVA, NTT, NMODEL, COLL, α+,α,χ,γ,D1,D2,D3,C1,C2,C3,D1P,D2P,D2P,C1P,C2P,C3P

T DAMP DUCTILITY RECORD Example:

0., 981.456,-.0025,11190, 0.0025,100.0, 0.15, 0.1, 0.010, 50,1

1, 1, 1, 0, 1, 3, 0., 0.25,0.25, 1.0, 1.0, 1, 4, 8, 1, 0.4, 0.2, 1, 4, 8, 1, 0.4, 0.2 1.26

0.05 3

westmorelan_clw-tr.dat α+:

α: χ : γ :

D1 D2 D3 : ( )

C1 C2 C3 : ( )

D1P D2P D3P : ( )

C1P C2P C3P : ( )

46 .

=0

α (cm)

Anderson Dam

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 4.7 3.3 2.9 2.3 0.3

0.25 11.2 11.8 16.1 8.7 2.7

0.5 17.3 11.7 18.0 19.8 7.7

1.0 22.4 11.2 13.2 14.5 14.4

1.5 25.4 21.0 25.5 27.8 27.8

2.0 24.6 28.2 32.3 32.3 32.3

2.5 23.1 24.6 24.6 24.6 24.6

3.0 20.4 20.4 20.4 20.4 20.4

Saratoga Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 8.5 13.0 8.7 6.1 0.6

0.25 31.0 19.8 8.2 4.6 3.1

0.5 38.3 11.3 9.3 9.3 9.2

1.0 70.2 39.6 19.7 21.6 26.1

1.5 60.7 36.2 31.0 33.3 50.1

2.0 73.8 48.5 40.8 40.6 40.6

2.5 121.2 64.2 75.0 74.6 74.6

3.0 142.4 73.5 93.8 99.7 99.7

Joshua Tree Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 11.2 11.6 0.4 0.3 0.2

0.25 27.5 20.6 3.9 4.5 3.4

0.5 37.7 45.9 21.5 11.1 6.6

1.0 62.5 37.9 37.0 36.9 30.7

1.5 54.8 48.6 48.9 51.7 51.2

2.0 62.8 51.6 52.0 49.0 49.0

2.5 60.4 42.6 66.7 66.6 66.6

3.0 59.8 66.6 68.5 68.5 68.5

Coolwater Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 12.0 8.0 0.6 0.5 0.3

0.25 21.0 16.2 25.7 14.5 4.2

0.5 22.9 25.1 21.5 23.6 17.2

1.0 31.5 34.5 18.5 19.1 20.0

1.5 27.4 35.2 37.8 35.0 36.0

2.0 30.2 27.0 25.5 25.5 25.5

2.5 27.8 27.4 27.4 27.4 27.4

3.0 25.0 22.5 22.5 22.5 22.5

46 .

=0

α (cm)( )

Beverly Hills

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 13.9 15.8 15.8 0.9 0.4

0.25 20.6 23.7 24.2 26.7 2.8

0.5 31.7 60.8 38.7 26.0 22.0

1.0 51.5 57.6 48.6 46.7 36.7

1.5 39.8 49.8 50.9 50.9 56.2

2.0 36.6 46.7 38.5 38.5 38.5

2.5 34.7 39.1 43.5 43.5 43.5

3.0 46.3 37.8 37.8 37.8 37.8

Castsic Old Ridge Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 8.3 8.7 0.4 0.3 0.2

0.25 14.3 14.6 4.1 4.2 1.6

0.5 25.4 27.9 13.5 10.8 9.9

1.0 38.5 26.4 26.8 25.1 28.1

1.5 31.9 28.8 35.7 38.1 36.9

2.0 30.4 28.3 36.4 36.4 36.4

2.5 27.4 31.5 36.0 36.0 36.0

3.0 28.5 28.2 28.2 28.2 28.2

TCU034 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 4.6 1.7 0.2 0.2 0.1

0.25 6.5 7.4 4.5 2.9 1.6

0.5 10.5 9.3 11.2 11.1 10.8

1.0 11.9 11.6 15.2 15.2 13.8

1.5 26.9 14.5 22.1 22.1 22.1

2.0 42.1 25.7 38.4 38.4 38.4

2.5 45.1 38.7 47.5 47.5 47.5

3.0 64.0 55.9 60.8 60.8 60.8

TCU039 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 15.0 9.8 0.4 0.3 0.2

0.25 53.0 21.1 2.7 2.4 1.4

0.5 115.9 37.2 15.1 9.2 6.6

1.0 130.5 43.6 31.7 30.0 32.4

1.5 216.4 96.0 58.5 59.2 50.5

2.0 268.6 163.5 68.0 63.4 101.5

2.5 281.7 156.4 110.0 105.0 131.6

3.0 314.4 171.5 176.4 142.3 145.6

46 .

=0 α

Anderson Dam

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 258.3 81.5 35.5 23.1 2.0

0.25 79.9 37.8 26.0 11.2 2.1

0.5 30.9 9.4 7.2 6.4 1.6

1.0 10.0 2.3 1.3 1.2 0.7

1.5 5.0 1.9 1.1 1.0 0.6

2.0 2.7 1.4 0.8 0.7 0.4

2.5 1.6 0.8 0.4 0.3 0.2

3.0 1.0 0.5 0.2 0.2 0.1

Saratoga Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 472.0 317.7 106.5 59.6 3.5

0.25 219.7 62.7 13.0 5.8 2.5

0.5 67.8 9.0 3.7 2.9 1.8

1.0 31.1 7.8 2.0 1.7 1.3

1.5 11.9 3.2 1.4 1.2 1.1

2.0 8.2 2.4 1.0 0.8 0.5

2.5 8.6 2.0 1.2 0.9 0.6

3.0 7.0 1.6 1.0 0.9 0.5

Joshua Tree Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 617.2 287.9 5.2 3.4 0.9

0.25 94.1 66.1 6.3 5.7 2.7

0.5 67.1 36.8 8.6 3.6 1.3

1.0 27.8 7.6 3.7 3.0 1.5

1.5 10.8 4.3 2.2 1.8 1.1

2.0 7.0 2.6 1.3 0.9 0.6

2.5 4.3 1.4 1.1 0.9 0.5

3.0 3.0 1.5 0.8 0.6 0.4

Coolwater Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 666.0 200.0 7.5 5.3 1.7

0.25 151.3 52.5 41.6 19.2 3.4

0.5 41.3 20.3 8.7 7.6 3.5

1.0 14.2 7.0 1.9 1.6 1.0

1.5 5.5 3.2 1.7 1.3 0.8

2.0 3.4 1.4 0.6 0.5 0.3

2.5 2.0 0.9 0.4 0.4 0.2

3.0 1.3 0.5 0.3 0.2 0.1

46 .

=0

α ( )

Beverly Hills

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 772.9 394.2 197.6 8.7 2.6

0.25 148.7 76.9 39.2 34.6 2.3

0.5 57.1 49.3 15.7 8.4 4.5

1.0 23.2 11.7 4.9 3.8 1.9

1.5 8.0 4.5 2.3 1.8 1.3

2.0 4.1 2.4 1.0 0.8 0.5

2.5 2.5 1.3 0.7 0.6 0.4

3.0 2.3 0.9 0.4 0.3 0.2

Castsic Old Ridge Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 455.2 215.5 4.4 2.8 1.0

0.25 102.2 46.7 6.5 5.3 1.3

0.5 45.3 22.3 5.4 3.5 2.0

1.0 17.2 5.3 2.7 2.0 1.4

1.5 6.4 2.6 1.6 1.4 0.8

2.0 3.4 1.4 0.9 0.7 0.5

2.5 2.0 1.0 0.6 0.5 0.3

3.0 1.4 0.6 0.3 0.3 0.2

TCU035 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 252.9 42.0 2.7 1.8 0.8

0.25 46.3 23.9 7.2 3.7 1.3

0.5 18.8 7.5 4.5 3.6 2.2

1.0 5.3 2.3 1.5 1.2 0.7

1.5 5.4 1.3 1.0 0.8 0.5

2.0 4.7 1.3 1.0 0.8 0.5

2.5 3.2 1.2 0.8 0.6 0.4

3.0 3.2 1.2 0.7 0.5 0.3

TCU040 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 847.0 247.5 5.2 3.0 1.0

0.25 387.3 68.9 4.4 3.2 1.1

0.5 211.9 30.4 6.2 3.0 1.4

1.0 59.6 8.9 3.2 2.5 1.7

1.5 43.9 8.8 2.7 2.2 1.2

2.0 30.7 8.4 1.7 1.3 1.3

2.5 20.6 5.1 1.8 1.4 1.1

T=3.0 16.0 4.3 2.0 1.3 0.8

46 .

=0

α (cm/s)

Anderson Dam Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

T Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 77.5 97.8 70.9 95.3 71.0 91.9 64.0 79.9 30.1 32.8 0.25 96.9 124.5 110.6 139.8 144.1 186.9 126.6 152.1 75.5 84.1 0.5 84.2 105.3 108.0 112.8 158.5 194.8 176.9 211.9 122.2 137.8 1.0 88.3 107.5 100.8 105.1 64.0 93.3 36.5 91.9 0.0 90.4 1.5 83.7 102.8 88.3 108.4 39.8 107.5 0.0 116.3 0.0 116.3 2.0 69.6 86.6 71.6 99.0 0.0 101.5 0.0 101.5 0.0 101.5

2.5 53.2 69.7 0.0 61.7 0.0 61.7 0.0 61.7 0.0 61.7

3.0 4.7 42.7 0.0 42.7 0.0 42.7 0.0 42.7 0.0 42.7

Saratoga Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 30.8 63.5 52.9 77.3 62.4 80.7 61.2 77.8 41.7 43.0 0.25 60.3 80.5 91.3 114.7 105.5 136.5 106.7 114.0 87.3 92.9 0.5 81.2 102.0 91.4 120.3 122.4 128.8 126.4 134.7 120.8 139.9 1.0 122.3 161.9 157.7 204.8 87.8 125.8 95.3 138.2 79.7 165.2 1.5 127.3 165.0 135.7 164.7 99.0 148.7 65.6 144.3 69.6 211.2 2.0 143.0 194.3 128.3 146.3 18.3 128.6 0.0 127.4 0.0 127.4 2.5 183.8 251.8 126.3 156.2 79.1 190.0 0.0 187.4 0.0 187.4 3.0 185.1 253.4 152.8 182.0 49.7 197.2 0.0 208.8 0.0 208.8

Joshua Tree Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 17.7 19.2 43.5 43.6 38.0 40.5 26.4 28.5 0.0 10.6 0.25 35.7 41.9 77.8 97.6 142.0 148.3 134.9 146.7 100.7 111.5

0.5 93.6 117.7 144.7 184.4 230.4 268.7 168.4 187.6 76.3 103.2 1.0 149.5 195.0 227.0 242.3 228.8 260.7 226.8 261.1 123.9 200.7 1.5 154.0 179.4 217.8 233.6 266.5 281.7 251.6 276.8 115.7 231.1 2.0 173.7 203.1 164.1 181.5 89.8 165.0 0.0 153.9 0.0 153.9 2.5 162.2 177.8 90.0 126.0 46.7 168.5 0.0 167.3 0.0 167.3 3.0 151.9 165.7 116.1 160.6 0.0 143.5 0.0 143.5 0.0 143.5

Coolwater Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 47.6 47.6 70.2 70.2 35.6 41.2 30.8 37.5 16.8 22.3 0.25 68.0 86.2 102.2 124.8 170.3 212.5 148.3 148.0 97.1 117.9

0.5 89.3 115.1 116.7 150.3 186.8 228.1 216.6 268.6 192.1 232.7 1.0 101.4 133.9 146.6 180.7 121.1 141.1 113.5 149.9 14.3 125.5 1.5 96.9 105.2 131.0 147.0 101.2 160.8 73.6 147.6 0.0 150.6

2.0 86.6 95.0 73.1 99.4 0.0 80.0 0.0 80.0 0.0 80.0

2.5 47.3 67.6 0.0 68.8 0.0 68.8 0.0 68.8 0.0 68.8

3.0 0.0 47.1 0.0 47.1 0.0 47.1 0.0 47.1 0.0 47.1

46 .

=0

α (cm/s) ( )

Beverly Hills Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

T Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 28.0 31.9 54.8 66.6 88.2 104.7 55.4 60.6 41.6 44.7 0.25 51.2 61.0 101.2 128.0 156.3 203.4 160.5 211.8 98.9 106.8

0.5 58.8 75.9 163.5 207.8 253.6 324.4 231.1 280.4 261.5 285.0 1.0 141.9 185.1 195.5 254.3 212.4 281.2 204.2 276.3 181.8 241.0 1.5 111.6 143.2 153.8 190.5 182.9 224.1 164.3 232.1 115.4 239.4 2.0 95.8 111.3 123.7 152.9 0.0 121.0 0.0 121.0 0.0 121.0 2.5 86.8 94.1 61.0 106.3 0.0 109.4 0.0 109.4 0.0 109.4

3.0 70.1 95.4 0.0 79.2 0.0 79.2 0.0 79.2 0.0 79.2

Castsic Old Ridge Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 14.6 14.7 36.4 45.7 18.2 23.0 15.5 20.4 0.0 10.9

0.25 76.9 96.4 69.9 88.5 83.6 88.4 82.4 91.7 35.8 50.7 0.5 103.4 133.7 117.9 149.9 153.0 170.1 138.3 147.5 119.6 137.4 1.0 93.5 126.6 133.6 161.6 164.0 197.7 161.7 194.9 111.1 177.0 1.5 97.6 118.8 122.2 142.7 105.0 154.8 84.5 161.9 0.0 154.3 2.0 87.1 102.7 60.2 93.6 0.0 114.4 0.0 114.4 0.0 114.4

2.5 74.3 89.8 6.4 79.2 0.0 90.4 0.0 90.4 0.0 90.4

3.0 38.8 59.8 0.0 59.0 0.0 59.0 0.0 59.0 0.0 59.0

TCU034 Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 28.1 38.2 46.9 50.2 12.0 14.7 9.6 13.7 0.0 9.1

0.25 43.2 55.4 67.1 84.6 76.1 98.3 57.8 72.7 26.5 43.7 0.5 62.1 73.2 95.3 112.6 119.7 144.5 126.1 152.6 118.8 152.9

1.0 70.7 73.3 68.0 71.2 62.5 99.9 45.7 97.5 0.0 86.8

1.5 100.0 117.2 50.0 72.5 0.0 92.5 0.0 92.5 0.0 92.5

2.0 108.8 132.1 48.6 86.2 0.0 120.7 0.0 120.7 0.0 120.7 2.5 116.3 134.8 51.3 101.2 0.0 119.4 0.0 119.4 0.0 119.4 3.0 116.7 140.6 63.8 120.6 0.0 127.4 0.0 127.4 0.0 127.4

TCU039 Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 71.6 106.4 66.8 88.3 41.2 45.2 25.6 27.1 1.5 11.2 0.25 142.5 177.1 120.1 159.8 78.6 86.2 61.9 67.4 17.8 37.3 0.5 161.9 214.4 158.0 202.5 169.7 187.6 84.9 86.7 81.2 108.0 1.0 185.2 246.8 220.9 249.2 184.0 205.3 173.7 200.5 119.2 201.2 1.5 247.8 329.0 282.9 290.5 232.6 277.0 218.2 280.1 111.6 225.8 2.0 266.0 346.8 371.6 454.8 239.4 281.1 189.5 248.7 155.4 320.7 2.5 281.4 365.2 351.4 405.5 253.0 345.1 161.6 163.5 111.2 336.7 3.0 299.9 389.6 311.6 393.9 309.9 394.6 169.6 299.9 0.0 304.9

46 .

=0

α (cm s2)

Anderson Dam

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.99 0.99 0.99 0.99 0.99

0.25 0.63 0.79 0.95 0.99 0.99

0.5 0.35 0.52 0.85 0.98 0.95

1.0 0.20 0.28 0.45 0.54 0.58

1.5 0.17 0.26 0.43 0.50 0.50

2.0 0.14 0.23 0.33 0.33 0.33

2.5 0.11 0.16 0.16 0.16 0.16

3.0 0.09 0.09 0.09 0.09 0.09

Saratoga Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.46 0.75 0.99 0.99 0.99

0.25 0.31 0.69 0.99 0.98 0.99

0.5 0.37 0.64 0.73 0.81 0.99

1.0 0.27 0.52 0.55 0.65 0.92

1.5 0.29 0.33 0.47 0.55 0.86

2.0 0.28 0.31 0.41 0.41 0.41

2.5 0.29 0.29 0.44 0.48 0.48

3.0 0.26 0.26 0.41 0.45 0.45

Joshua Tree Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.45 0.59 0.83 0.85 0.76

0.25 0.35 0.63 0.93 0.99 0.99

0.5 0.28 0.55 0.99 0.86 0.91

1.0 0.35 0.55 0.75 0.83 0.97

1.5 0.28 0.42 0.58 0.67 0.85

2.0 0.21 0.31 0.45 0.50 0.50

2.5 0.18 0.24 0.42 0.43 0.43

3.0 0.15 0.24 0.31 0.31 0.31

Coolwater Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.58 0.70 0.96 0.99 0.97

0.25 0.40 0.72 0.94 0.99 0.99

0.5 0.37 0.71 0.96 0.99 0.99

1.0 0.28 0.50 0.53 0.59 0.81

1.5 0.20 0.35 0.51 0.55 0.65

2.0 0.17 0.23 0.26 0.26 0.26

2.5 0.13 0.18 0.18 0.18 0.18

3.0 0.10 0.10 0.10 0.10 0.10

46 .

=0

α ( ) (cm s2)

Beverly Hills

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.41 0.69 0.99 0.99 0.99

0.25 0.34 0.81 0.99 0.99 0.98

0.5 0.30 0.62 0.92 0.98 0.99

1.0 0.34 0.62 0.89 0.97 0.98

1.5 0.26 0.44 0.59 0.66 0.88

2.0 0.19 0.31 0.39 0.39 0.39

2.5 0.15 0.22 0.28 0.28 0.28

3.0 0.14 0.17 0.17 0.17 0.17

Castsic Old Ridge Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.38 0.64 0.84 0.80 0.77

0.25 0.37 0.69 0.96 0.99 0.89

0.5 0.44 0.72 0.94 0.91 0.99

1.0 0.31 0.42 0.63 0.68 0.94

1.5 0.23 0.32 0.50 0.58 0.66

2.0 0.17 0.24 0.37 0.37 0.37

2.5 0.12 0.21 0.23 0.23 0.23

3.0 0.10 0.13 0.13 0.13 0.13

TCU034 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.34 0.67 0.63 0.64 0.65

0.25 0.25 0.64 0.99 0.92 0.90

0.5 0.26 0.51 0.83 0.93 0.99

1.0 0.18 0.30 0.49 0.55 0.56

1.5 0.18 0.23 0.36 0.40 0.40

2.0 0.19 0.22 0.39 0.39 0.39

2.5 0.16 0.22 0.31 0.31 0.31

3.0 0.15 0.22 0.27 0.27 0.27

TCU039 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.62 0.63 0.87 0.82 0.79

0.25 0.51 0.70 0.78 0.82 0.83

0.5 0.40 0.65 0.96 0.80 0.88

1.0 0.32 0.56 0.69 0.74 0.98

1.5 0.27 0.49 0.60 0.68 0.83

2.0 0.29 0.49 0.50 0.55 0.88

2.5 0.23 0.42 0.49 0.56 0.82

3.0 0.25 0.40 0.54 0.55 0.65

92 .

=0

α (cm)

Anderson Dam

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 3.6 3.3 2.7 1.4 0.3

0.25 11.1 11.6 14.9 8.9 3.4

0.5 17.0 12.1 16.5 17.5 10.4

1 22.0 11.6 14.7 14.5 14.4

1.5 24.2 23.0 26.4 27.8 27.8

2 25.4 30.3 32.3 32.3 32.3

2.5 21.4 24.6 24.5 24.6 24.6

3 18.1 20.4 20.3 20.4 20.4

Saratoga Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 3.6 3.0 2.7 2.4 0.6

0.25 12.5 11.3 6.4 6.5 3.0

0.5 31.4 12.3 9.5 9.4 10.4

1 44.2 35.2 23.7 24.9 25.8

1.5 49.9 38.6 42.2 45.1 49.9

2 75.0 47.0 40.6 40.6 40.6

2.5 112.0 63.0 74.7 74.6 74.6

3 133.0 72.8 99.7 99.7 99.0

Joshua Tree Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 3.0 2.7 2.6 0.8 0.2

0.25 21.5 19.5 17.7 14.0 3.5

0.5 36.2 30.3 30.0 18.0 7.9

1 41.8 44.1 37.1 36.0 34.4

1.5 50.6 52.0 52.6 53.0 49.6

2 52.0 45.4 48.4 49.0 49.0

2.5 51.0 51.2 65.1 66.6 66.6

3 55.0 65.8 68.5 66.4 68.5

Coolwater Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 5.6 3.5 1.6 0.5 0.2

0.25 15.9 16.2 15.8 13.2 3.6

0.5 22.0 20.0 20.0 24.1 18.4

1 25.9 31.9 18.5 19.6 19.9

1.5 27.3 32.6 35.9 34.9 36.0

2 29.0 25.5 25.5 25.5 25.5

2.5 110.0 27.4 27.4 27.4 27.4

3 142.0 22.5 22.5 22.5 22.5

92 .

=0

α (cm)( )

Beverly Hills

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 24.7 4.1 2.7 0.8 0.4

0.25 25.4 23.3 20.6 19.8 4.8

0.5 39.2 38.0 36.4 29.0 21.0

1 43.8 46.8 45.1 42.2 42.5

1.5 42.1 53.3 49.4 52.5 58.8

2 34.3 39.7 38.5 38.5 38.5

2.5 37.8 38.7 43.5 43.5 43.5

3 40.6 37.8 37.8 37.8 37.8

Castsic Old Ridge Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 4.4 2.4 1.2 0.4 0.1

0.25 16.2 14.8 12.7 3.9 2.8

0.5 18.5 25.7 22.7 19.8 9.9

1 26.9 21.2 24.9 25.7 27.1

1.5 29.4 29.3 28.4 32.7 36.9

2 26.9 30.4 34.4 36.4 34.7

2.5 28.5 32.0 35.9 35.0 35.9

3 29.1 28.0 28.2 28.0 28.2

TCU034 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 5.4 2.9 0.6 0.3 0.1

0.25 7.6 7.4 7.8 9.5 2.5

0.5 12.7 8.4 8.4 9.1 10.6

1 47.0 11.1 11.3 12.6 14.2

1.5 82.5 14.1 19.4 21.6 22.1

2 75.5 28.0 33.6 37.6 38.4

2.5 88.7 48.7 48.0 47.5 47.5

3 33.5 24.5 60.8 60.8 60.8

TCU039 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 2.5 2.2 1.0 0.5 0.2

0.25 16.2 14.0 8.9 3.9 1.6

0.5 44.3 33.8 617.4 15.0 9.9

1 108.1 112.0 45.0 35.6 32.9

1.5 173.9 133.0 61.0 56.9 59.3

2 290.7 149.7 99.0 97.8 104.5

2.5 360.4 167.0 146.0 108.3 125.8

3 482.2 206.0 170.0 159.2 145.6

92 .

=0 α

Anderson Dam

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 201.9 80.9 3.3 34.0 2.0

0.25 79.0 37.4 11.6 24.0 2.8

0.5 30.5 9.7 12.1 6.6 2.1

1 9.8 2.3 11.6 1.5 0.7

1.5 4.8 2.1 23.0 1.2 0.6

2 2.8 1.5 30.3 0.8 0.4

2.5 1.6 0.8 24.6 0.4 0.2

3 1.0 0.5 20.4 0.2 0.1

Saratoga Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 178.0 66.7 29.9 21.2 3.3

0.25 79.5 32.2 9.3 7.4 2.1

0.5 49.7 8.8 3.4 2.7 1.9

1 17.5 6.3 2.1 1.7 1.2

1.5 8.8 3.1 1.7 1.4 1.0

2 7.4 2.1 0.9 0.7 0.5

2.5 7.1 1.8 1.1 0.9 0.5

3 5.9 1.7 1.0 0.8 0.5

Joshua Tree Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 197.0 79.8 38.0 9.3 1.3

0.25 180.0 73.5 33.3 21.0 3.3

0.5 75.7 28.5 14.1 6.8 1.9

1 21.8 10.3 4.4 3.4 2.0

1.5 11.7 5.4 2.7 2.2 1.3

2 6.8 2.7 1.4 1.2 0.7

2.5 4.3 1.9 1.2 1.0 0.6

3 3.2 1.7 0.9 0.7 0.4

Coolwater Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 294.0 82.9 18.7 4.5 1.4

0.25 106.5 49.0 23.9 16.0 2.7

0.5 37.0 15.0 7.6 7.3 3.5

1 10.8 6.0 1.8 1.5 0.9

1.5 5.0 2.7 1.5 1.2 0.8

2 3.0 1.2 0.6 0.5 0.3

2.5 7.4 0.8 0.4 0.3 0.2

3 6.6 0.5 0.2 0.2 0.1

92 .

=0

α ( )

Beverly Hills

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 1263.5 94.0 30.9 7.8 2.1

0.25 127.8 69.0 30.9 23.7 3.6

0.5 65.0 28.0 13.6 8.6 3.9

1 18.2 8.7 4.2 3.1 2.0

1.5 7.8 4.4 2.1 1.7 1.2

2 3.6 1.9 0.9 0.7

2.5 2.5 1.2 0.7 0.5 0.3

3 1.9 0.8 0.4 0.3 0.2

Castsic Old Ridge Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 144.7 75.0 19.0 5.6 1.4

0.25 140.0 61.0 26.5 6.4 3.0

0.5 38.6 26.0 11.8 8.3 2.6

1 15.5 5.5 3.2 2.7 1.8

1.5 7.5 3.4 1.6 1.5 1.1

2 3.8 2.0 1.1 0.9 0.6

2.5 2.1 1.3 0.7 0.6 0.4

3 1.1 0.8 0.4 0.3 0.2

TCU034 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 447.8 108.3 11.6 4.8 1.4

0.25 67.2 35.8 18.8 18.4 3.0

0.5 31.0 10.2 5.1 4.4 3.2

1 31.5 3.3 1.7 1.5 1.1

1.5 24.6 1.9 1.3 1.2 0.7

2 12.6 2.2 1.3 1.1 0.7

2.5 9.5 2.4 1.2 0.9 0.6

3 2.5 0.8 1.0 0.8 0.5

TCU039 Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 114.5 67.0 15.1 5.8 1.4

0.25 90.3 57.0 17.1 6.0 1.6

0.5 76.8 32.6 8.3 5.8 2.4

1 57.8 27.0 5.4 3.4 2.0

1.5 41.3 14.2 3.2 2.4 1.6

2 36.2 9.0 2.9 2.4 1.6

2.5 30.8 6.4 2.8 1.7 1.2

3 28.6 5.5 2.3 1.7 1.0

92 .

=0

α (cm/s)

Anderson Dam Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

T Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 72.9 77.7 76.6 81.4 81.7 84.1 82.2 82.2 33.8 35.4 0.25 99.9 105.5 120.0 125.1 159.7 167.6 164.3 164.4 124.2 126.8

0.5 94.8 98.7 140.4 140.5 201.6 202.2 214.0 215.0 204.4 212.1 1.0 105.6 108.6 126.6 129.7 63.9 90.9 36.5 89.0 0.0 90.4 1.5 99.9 100.9 111.4 123.2 60.4 114.9 0.0 116.3 0.0 116.3 2.0 83.7 88.5 77.3 101.1 0.0 101.5 0.0 101.5 0.0 101.5

2.5 50.6 62.0 0.0 61.7 0.0 61.7 0.0 61.7 0.0 61.7

3.0 4.7 42.6 0.0 42.7 0.0 42.7 0.0 42.7 0.0 42.7

Saratoga Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 65.4 70.7 68.5 73.1 87.3 87.3 86.2 86.2 55.5 56.5 0.25 98.9 106.2 98.8 105.7 131.7 131.9 143.7 144.1 96.1 101.5

0.5 133.4 142.7 119.6 120.1 147.9 150.8 154.9 161.8 122.4 145.0 1.0 136.7 142.3 166.7 177.8 121.5 148.3 112.8 151.9 63.0 158.9 1.5 154.3 161.5 190.7 195.5 160.9 198.5 142.5 203.4 0.0 209.1 2.0 164.0 175.7 140.2 159.5 0.0 127.4 0.0 127.4 0.0 127.4 2.5 185.7 205.9 183.9 203.1 51.7 186.0 0.0 187.4 0.0 187.4 3.0 189.4 212.4 195.2 224.2 0.0 208.8 0.0 208.8 0.0 208.8

Joshua Tree Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 61.8 65.6 84.7 87.8 96.9 99.8 61.2 61.3 7.5 12.5 0.25 154.5 165.6 181.5 191.2 199.3 206.1 212.1 217.9 140.3 142.4

0.5 136.8 147.9 204.6 204.7 303.2 308.7 268.8 270.3 126.8 136.4 1.0 150.3 153.6 233.8 234.1 325.6 327.4 297.4 302.6 191.4 223.2 1.5 171.2 171.6 230.1 231.4 267.8 280.4 261.8 280.7 199.6 259.2 2.0 189.9 190.8 191.7 196.7 117.4 158.5 64.0 151.4 0.0 153.9 2.5 186.9 188.6 145.7 158.8 81.4 162.5 12.2 167.3 0.0 167.3 3.0 181.1 184.1 163.3 182.9 0.0 143.5 0.0 143.5 0.0 143.5

Coolwater Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 92.4 100.3 80.7 85.9 68.6 68.6 31.7 32.1 12.6 18.3 0.25 117.3 126.5 146.8 155.3 176.9 186.6 193.8 201.4 117.3 120.7

0.5 105.8 110.0 150.0 160.0 223.7 224.6 258.0 260.7 252.7 257.3 1.0 101.8 102.6 170.4 171.8 137.2 153.1 120.3 147.3 0.0 125.3 1.5 115.8 117.3 150.1 157.9 113.5 154.6 82.0 151.8 0.0 150.6

2.0 89.5 93.6 49.5 84.2 0.0 80.0 0.0 80.0 0.0 80.0

2.5 3149.6 3575.2 0.0 68.8 0.0 68.8 0.0 68.8 0.0 68.8 3.0 179.8 221.6 0.0 47.1 0.0 47.1 0.0 47.1 0.0 47.1

92 .

=0

α (cm/s) ( )

Beverly Hills Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

T Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 91.1 95.2 83.9 90.7 82.6 86.1 70.8 70.9 38.1 40.1 0.25 177.0 191.5 194.6 207.6 218.8 229.5 224.9 235.0 152.9 154.9

0.5 150.2 162.4 216.1 228.1 278.6 294.0 281.7 290.1 336.1 340.3 1.0 137.6 146.8 209.2 219.5 224.7 243.7 205.8 237.1 221.2 256.7 1.5 137.5 137.9 176.5 188.4 205.1 224.0 194.0 228.2 109.3 238.7 2.0 125.8 127.7 127.5 143.9 0.0 121.0 0.0 121.0 0.0 121.0 2.5 103.0 107.8 64.9 106.8 0.0 109.4 0.0 109.4 0.0 109.4

3.0 80.0 92.3 0.0 79.2 0.0 79.2 0.0 79.2 0.0 79.2

Castsic Old Ridge Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 62.8 65.4 53.0 57.0 50.1 51.2 28.4 29.4 6.5 11.5

0.25 116.1 124.7 137.2 144.8 135.3 141.6 110.6 112.7 94.3 96.7 0.5 100.9 104.9 136.6 143.4 193.5 202.7 207.4 215.1 180.0 186.0 1.0 92.3 97.1 138.6 139.4 166.0 170.2 177.1 184.7 170.2 197.2 1.5 91.0 91.3 131.2 137.9 138.9 158.9 128.6 161.5 42.5 153.2 2.0 82.6 86.7 107.4 118.5 55.4 113.5 0.0 114.4 0.0 114.4

2.5 73.0 79.3 64.0 91.3 0.0 90.4 0.0 90.4 0.0 90.4

3.0 46.8 56.9 0.0 59.0 0.0 59.0 0.0 59.0 0.0 59.0

TCU034 Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 75.4 79.8 65.5 69.9 31.7 31.7 19.4 19.7 7.7 11.2

0.25 66.6 70.5 80.6 84.2 115.0 119.7 132.1 138.0 59.0 65.2

0.5 68.0 69.9 82.0 95.0 120.9 121.6 122.4 126.8 137.7 143.9

1.0 115.8 121.5 95.0 100.5 93.9 101.8 82.3 100.1 28.8 89.4

1.5 140.0 147.7 101.7 106.4 57.7 87.9 42.0 91.2 0.0 92.5

2.0 135.6 143.7 122.4 129.9 80.9 118.9 50.5 118.6 0.0 120.7

2.5 139.6 149.3 127.2 135.0 47.8 118.1 0.0 119.4 0.0 119.4

3.0 138.0 150.0 132.0 140.0 20.8 127.1 0.0 127.4 0.0 127.4

TCU039 Vh Va Vh Va Vh Va Vh Va Vh Va

0.1 53.1 56.7 50.0 90.0 85.0 70.0 53.1 56.7 50.0 90.0

0.25 116.2 125.6 125.7 134.3 141.8 144.0 116.2 125.6 125.7 134.3 0.5 169.2 182.1 189.7 193.7 208.0 208.4 169.2 182.1 189.7 193.7 1.0 230.8 245.9 293.1 306.6 267.2 270.2 230.8 245.9 293.1 306.6 1.5 281.8 297.0 342.1 356.8 300.0 300.0 281.8 297.0 342.1 356.8 2.0 334.9 355.2 362.4 380.4 400.2 408.0 334.9 355.2 362.4 380.4 2.5 334.9 354.5 367.8 375.9 466.9 479.8 334.9 354.5 367.8 375.9 3.0 372.6 396.6 368.6 386.5 387.2 418.9 372.6 396.6 368.6 386.5

92 .

=0

α (cm s2)

Anderson Dam

T Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.99 0.99 0.99 0.99 0.99

0.25 0.63 0.79 0.98 0.99 0.98

0.5 0.35 0.52 0.82 0.99 0.97

1 0.20 0.28 0.47 0.54 0.58

1.5 0.16 0.27 0.43 0.50 0.50

2 0.14 0.24 0.33 0.33 0.33

2.5 0.11 0.16 0.16 0.16 0.16

3 0.09 0.09 0.09 0.09 0.09

Saratoga Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.99 0.99 0.99 0.99 0.99

0.25 0.71 0.69 0.91 0.98 0.98

0.5 0.43 0.60 0.73 0.83 0.97

1 0.27 0.44 0.62 0.73 0.97

1.5 0.27 0.34 0.56 0.66 0.90

2 0.27 0.32 0.41 0.41 0.41

2.5 0.27 0.30 0.47 0.48 0.48

3 0.24 0.29 0.45 0.45 0.45

Joshua Tree Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.89 0.99 0.99 0.78 0.76

0.25 0.94 0.99 0.99 0.99 0.99

0.5 0.50 0.54 0.83 0.88 0.83

1 0.23 0.46 0.54 0.72 0.92

1.5 0.20 0.36 0.55 0.62 0.77

2 0.15 0.25 0.40 0.46 0.50

2.5 0.13 0.22 0.37 0.43 0.43

3 0.12 0.21 0.31 0.31 0.31

Coolwater Cy=0.1 Cy=0.2 Cy=0.4 Cy=0.5 Cy=0.8

0.1 0.99 0.99 0.98 0.98 0.98

0.25 0.83 0.94 0.99 0.99 0.98

0.5 0.57 0.51 0.88 0.98 0.99

1 0.25 0.41 0.55 0.63 0.81

1.5 0.19 0.33 0.51 0.57 0.65

2 0.17 0.24 0.26 0.26 0.26

2.5 0.13 0.18 0.18 0.18 0.18

3 0.12 0.10 0.10 0.10 0.10

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