LAMPIRAN 1 Hasil uji Permeabilitas falling head untuk daerah Danau Tua dan Haekrit

  LAMPIRAN 1 Hasil uji Permeabilitas falling head untuk daerah Danau Tua dan Haekrit

  LAMPIRAN 2 Hasil uji Permeabilitas falling head untuk daerah Embung Pompong

• 5

  xm/sec) K = 3.84x[(axL)/(AxL)]xlog10 (h1/h2) t = time of observation (min) h1= intial height of water in standpipe (m) h2= final height of water in stand pipe (m)

  Project : Embung Pompong Soil tipe : Brown Sandy Silt Clay Method of prepation : Copmpacted Testpit : TP.10 Depth : 1 m

  Diameter of sample (D) : 100.5 mm Area A(mm

  2 ) : 7932.72 Height (L) : 50 Volume (cm

  3 ) : 396.64 Water Content (%) : 26.9 Spec Gravity (Gs) : 2.62 Void ratio =(Gs/ γd) – 1 : 0.93 Unit Weight (γn(gr/cm

  3 ) : 1.729 Dry Unit Weight γd (gr/cm

  3 ) : 1.358

  Stand pipe diameter d (mm) :3.22 Stand pipe area a (mm

  2

  ) :8.15 Faktor 3.84x8xL/A=0.197258541 Koef. Of permeability (10

FALLING HEAD PERMEABILITY TEST

  h

  5

  11.05

  11.10

  11.15

  11.20

  5

  5

  5

  10.55

  5

  5 0.01226790 0.00687765 0.00574889 0.00458938 0.00419611

  Average K

  0.00048399 0.00027434 0.00022673 0.00018027 0.00016554 0.00026557 326 2.65x10

  m/sec 2.656x10

  cm/sec

  11.00

  000 (1) (2) (3) (4) (5) (6) (0)

  1 h

  Datum Refere nce

  3 h

  2 Y

  1 Y

  2 Y

  3 Y

  (1) (2) (3) (0)

  Point (mm)

  120 1113 1082 1065 1051 1040 1030

  Height above outlet (mm)

  Log10(h1/h 2)

  K (10-5 m/sec)

  Height above datumy (mm) Elapsed time

  (hour) 1233 1202 1185 1171 1160 1150

  Test T(min)

• 9
• 9

FALLING HEAD PERMEABILITY TEST

  Project : Embung Pompong Soil tipe : Brown Sandy Silt Clay Method of prepation : Copmpacted Testpit : TP.10 Depth : 1 m

  2 Diameter of sample (D) : 100.5 mm Area A(mm ) : 7932.72

  3 Height (L) : 50 Volume (cm ) : 396.64 Water Content (%) : 28.9 Spec Gravity (Gs) : 2.62

  3 Void ratio =(Gs/ γd) – 1 : 0.93 Unit Weight (γn(gr/cm ) : 1.729

  3 Dry Unit Weight ) : 1.358 γd (gr/cm

  Stand pipe diameter d (mm) :3.22

2 Stand pipe area a (mm ) :8.15 Faktor 3.84x8xL/A=0.197258541

• 5

  Koef. Of permeability (10 xm/sec) K = 3.84x[(axL)/(AxL)]xlog10 (h1/h2)

FALLING HEAD PERMEABILITY TEST

  t = time of observation (min) h1= intial height of water in standpipe (m) h2= final height of water in stand pipe (m)

  Y (1)

  1 h

  1

  (2) Y

  2 h

  2 Y (3)

  3 h

  3 Y (0)

  Datum

  Test Referen

  Log10(h /h )

  Height above Height ^{1 2 K} _-5

  ce (10 m/sec)

  datumy (mm) above

  

Elapsed

t(min) Point

  outlet (mm)

  

time (hour)

(mm) (1) 1299 1179

  9.30 0.01006133 0.0006616 30 (2) 1272 1152

  

10.00

0.00683942 0.00004497 30 (3) 1254 1134

  

10.30

0.00539503 0.00003547 30 (4) 1240 1120

  

11.00

0.00467826 0.00003076 30 (5) 1228 1108

  

11.30

0.00433313 0.00002849 30 (6) 1217 1097

  

12.00

0.000041170

  Average _-10

  

(0) 120 000 4.117x 10

m/sec

• _-8 4.117x 10

  k

  cm/sec

• 5

  xm/sec) K = 3.84x[(axL)/(AxL)]xlog10 (h1/h2) t = time of observation (min) h1= intial height of water in standpipe (m) h2= final height of water in stand pipe (m)

  Project : Embung Pompong Soil tipe : Brown Sandy Silt Clay Method of prepation : Copmpacted Testpit : TP.10 Depth : 1 m

  Diameter of sample (D) : 100.5 mm Area A(mm

  2 ) : 7932.72 Height (L) : 50 Volume (cm

  3 ) : 396.64 Water Content (%) : 31.9 Spec Gravity (Gs) : 2.62 Void ratio =(Gs/ γd) – 1 : 0.93 Unit Weight (γn(gr/cm

  3 ) : 1.729 Dry Unit Weight γd (gr/cm

  3 ) : 1.358

  Stand pipe diameter d (mm) :3.22 Stand pipe area a (mm

  2

  ) :8.15 Faktor 3.84x8xL/A=0.197258541 Koef. Of permeability (10

FALLING HEAD PERMEABILITY TEST

  h

  11.00

  cm/sec

  m/sec 2.262x10

  7 2.62x10

  0.00004931 0.00002186 0.00001523 0.00001398 0.00001270 0.00002261

  60 0.01499813 0.00664961 0.00463140 0.00425365 0.00386424 Average K

  60

  60

  60

  60

  16.00

  15.00

  14.00

  13.00

  12.00

  (1) (2) (3) (4) (5) (6) (0)

  1 h

  Datum Refere nce

  3 h

  2 Y

  1 Y

  2 Y

  3 Y

  (1) (2) (3) (0)

  Point (mm)

  1090 1053 1037 1026 1016 1007 000

  Height above outlet (mm)

  Log10(h1/h 2)

  K (10-5 m/sec)

  Height above datumy (mm) Elapsed time

  (hour) 1210 1173 1157 1146 1136 1127 120

  Test T(min)

• 10
• 8

LAMPIRAN 3 Hasil Uji penentuan SWCC Untuk Tanah Embung Pompong

SOIL WATER CHARACTERISTIC CURVE

  0.89 Ua awal (kPa) =

  24.00 0.82 146.00 161.00 168.00 177.00 180.00

  (mm) Bacaan Burett (mm) Bacaan Burett (mm) Bacaan Burett (mm) Bacaan Burett (mm) 0.00 0.904 137.00 146.00 158.00 168.00 174.00 0.25 0.91 137.00 148.00 159.00 168.00 174.00 0.50 0.91 137.00 148.00 159.00 168.00 175.00 1.00 0.91 139.00 151.00 159.00 169.00 176.00 2.00 0.91 139.00 150.00 161.00 169.00 176.00 3.00 0.91 142.00 153.00 162.00 169.00 176.00

  0.07 Ua (kPa) 50.00 100 150 200 250 Ua-Uw (kPa) 41.60 91.60 141.60 191.60 241.60 Waktu (jam) Pipa U (kg/cm ² ) Bacaan Burett

  81.38 Kalibrasi buret cc/mm =

  8.40 PI (%) =

  93.21 Uw awal (kPa) =

  0.00 Derajat kejenuhan Sr (%) =

  Kadar air w (%) =

  31.90 Diameter (cm) =

  0.47 Vol. air awal (cm ³ ) =

  39.27 Porositas n (-) =

  2.62 Vol.total awal (cm ³ ) =

  19.63 Specific grav (-) =

  1.38 Luas (cm ² ) =

  2.00 Berat vol kering g _d (ton/m ³ ) =

  1.82 Tinggi (cm) =

  5.00 Berat vol total g _n (ton/m ³ ) =

  17.29 Angka pori e (-) = LAMPIRAN 4 Hasil penentuan SWCC dengan perhitungan secara empiris untuk daerah Danau Tua, Heikrit dan Embumg Pompong

Tabel Perhitungan Derajat kejenuhan (S ) pada tanah tak jenuh dengan metode SWCC secara perhitungan Empiris ( ua-uw ) S (%)

kPa TPD.1 TPD.2 TPD.3 TPH.3

  

0.1 99.991568 99.991579 99.99145 99.989309

0.2 99.984416 99.984381 99.984436 99.977941

0.3 99.97768 99.977585 99.977906 99.966304

0.4 99.971201 99.971036 99.97167 99.954492

0.5 99.964906 99.964665 99.965646 99.942548

0.6 99.958755 99.958434 99.959785 99.9305

0.7 99.952721 99.952317 99.954057 99.918366

0.8 99.946786 99.946295 99.94844 99.906157

0.9 99.940936 99.940355 99.942918 99.893885

1 99.93516 99.934488 99.93748 99.881556

  2 99.880249 99.878587 99.886258 99.756102 3 99.828604 99.825875 99.838626 99.628236 4 99.779 99.775161 99.793206 99.499 5 99.730879 99.725902 99.74938 99.368905 6 99.683921 99.677788 99.706792 99.238252 7 99.63792 99.630617 99.665218 99.107247 8 99.592731 99.584248 99.624498 98.976035 9 99.548249 99.538577 99.584516 98.844725

  

10 99.504392 99.493524 99.545185 98.713403

20 99.090262 99.067292 99.17692 97.410009

30 98.70543 98.670354 98.838002 96.140097

40 98.339988 98.292947 98.51797 94.912444

50 97.98932 97.930508 98.212025 93.729392

60 97.650726 97.580355 97.917394 92.590933

70 97.322419 97.24071 97.632265 91.496012

80 97.003124 96.910299 97.355355 90.443078

90 96.69188 96.588159 97.08571 89.430348

100 96.387933 96.273535 96.822588 88.455959

  

200 93.652997 93.442784 94.45694 80.440357

300 91.310713 91.02141 92.424326 74.649301

400 89.242617 88.887232 90.619098 70.244599

500 87.385465 86.974301 88.987305 66.758186

600 85.698584 85.239945 87.495181 63.912394

700 84.153266 83.653939 86.11929 61.532566

800 82.728077 82.193675 84.842317 59.503296

900 81.406394 80.841609 83.650911 57.745163

  

1000 80.174968 79.583753 82.534464 56.201623

2000 71.122963 70.393309 74.127348 46.856022

3000 65.354157 64.585631 68.57991 42.051062

4000 61.21476 60.43963 64.510437 38.899992

5000 58.033443 57.263859 61.335667 36.581448

6000 55.474684 54.715385 58.754955 34.758059

7000 53.348677 52.601328 56.594055 33.260953

8000 51.538584 50.803498 54.743615 31.994284

9000 49.967894 49.24477 53.130884 30.89868

10000 48.584057 47.872332 51.705245 29.93492

  

20000 39.962048 39.331767 42.757106 23.942261

30000 35.242006 34.658749 37.83795 20.698911

40000 31.993833 31.443376 34.450074 18.512741

50000 29.517115 28.992528 31.86365 16.882789

60000 27.516179 27.013513 29.770185 15.593535

70000 25.838705 25.355414 28.011123 14.533102

80000 24.39583 23.93011 26.494275 13.636236

90000 23.131099 22.681573 25.161261 12.861696

  

100000 22.006354 21.571914 23.972729 12.18184

200000 14.794881 14.474642 16.268773 8.0030571

300000 10.77324 10.530181 11.903108 5.7799129

400000 8.031002 7.8455182 8.8988634 4.2929481

500000 5.9740488 5.8339943 6.6323731 3.1878442

600000 4.3410044 4.2381815 4.8259874 2.3145777

700000 2.9944397 2.9229803 3.332395 1.5961523

800000 1.853534 1.8090516 2.0643594 0.988022

900000 0.8669154 0.8460196 0.966127 0.4621988 1000000 0 Tabel Perhitungan Derajat kejenuhan (S ) pada tanah tak jenuh dengan metode SWCC secara perhitungan Empiris ( ua-uw ) TPH.7 TPH.9 TPH.10 TP.10

kPa S (%)

  0.1 99.991142 99.989052 99.991144 99.987491 0.2 99.982764 99.977267 99.982768 99.979246 0.3 99.974559 99.965147 99.974567 99.972093 0.4 99.966465 99.952806 99.966477 99.965567 0.5 99.958454 99.9403 99.958469 99.959473 0.6 99.950508 99.927661 99.950527 99.953701 0.7 99.942617 99.914912 99.942639 99.948184 0.8 99.934772 99.90207 99.934799 99.942877 0.9 99.926968 99.889145 99.926998 99.937747

1 99.9192 99.876147 99.919235 99.932769

  

2 99.842959 99.74338 99.843039 99.888491

3 99.768473 99.60745 99.768602 99.850107

4 99.695171 99.469683 99.69535 99.81512

5 99.622783 99.330724 99.623014 99.782467

6 99.551151 99.190963 99.551435 99.751564

7 99.480172 99.050661 99.48051 99.722049

8 99.409772 98.910005 99.410163 99.693675

9 99.339895 98.769137 99.340341 99.666263

  

10 99.270498 98.628166 99.270998 99.639681

20 98.597497 97.2265 98.598553 99.40399

30 97.953876 95.859962 97.955488 99.200764

40 97.333429 94.540312 97.335585 99.016418

50 96.732911 93.270908 96.7356 98.845133

60 96.150212 92.052014 96.153417 98.683716

70 95.583791 90.882511 95.587496 98.530162

80 95.03244 89.760618 95.03663 98.383109

90 94.495171 88.684247 94.499829 98.241572

100 93.971146 87.651192 93.976257 98.104811

  

200 89.331472 79.253211 89.340341 96.913021

300 85.521318 73.297362 85.532856 95.914566

400 82.305331 68.826356 82.318791 95.03127

500 79.538435 65.320629 79.553296 94.228941

600 77.122543 62.478816 77.138435 93.48846

700 74.987808 60.11464 75.004461 92.797664

800 73.082678 58.10671 73.099895 92.148161

900 71.368054 56.372411 71.385686 91.533824

  

1000 69.813618 54.85346 69.831552 90.949994

2000 59.483517 45.707438 59.50182 86.231701

3000 53.690259 41.019458 53.707732 82.719126

4000 49.800176 37.943342 49.816803 79.888614

5000 46.922466 35.677849 46.938369 77.510329

6000 44.661024 33.894838 44.676323 75.457716

7000 42.809195 32.430126 42.823987 73.652195

8000 41.247051 31.190471 41.261414 72.041109

9000 39.899465 30.118057 39.913457 70.587233

10000 38.716569 29.174653 38.730239 69.263185

  

20000 31.375364 23.312167 31.387091 60.152644

30000 27.358825 20.145121 27.369484 54.6419

40000 24.609789 18.013366 24.619672 50.698187

50000 22.532828 16.425465 22.542083 47.624155

60000 20.872314 15.170264 20.881037 45.09983

70000 19.49476 14.138289 19.50302 42.952992

80000 18.321633 13.265757 18.329481 41.08084

90000 17.302832 12.512397 17.31031 39.417341

  100000 16.404466 11.851232 16.411609 37.917681 200000 10.814228 7.7882816 10.819108 27.650608 300000 7.8095067 5.6264285 7.8130688 21.202563 400000 5.7959654 4.1799344 5.79862 16.394989 500000 4.300032 3.1045268 4.3020044 12.536868 600000 3.1192487 2.2544548 3.1206798 9.3093608 700000 2.1491874 1.5549116 2.1501732 6.5352799 800000 1.3292652 0.9626138 1.3298744 4.1045328 900000 0.6213587 0.4503626 0.6216433 1.9434384 1000000 0

  120 TPD.1

  100 TPD.2 TPD.3

  80 )

  TPH.3

  60 (% S

  TPH.7

40 TPH.9

  20 TPH.10 TP.10

1.E-01 1.E+00 1.E+01 1.E+02 1.E+03 1.E+04 1.E+05 1.E+06

  Matrics suction (kPa)

  LAMPIRAN 5 Hasil Perhitungan koefisien permeabilitas air (k w

  ) secara empiris dengan metode 1

• 2

  11 275 0.33279542 1.322E-05 0.0001128 5.7348E-11 1.64749E-10 12 300 0.33077903 1.111E-05 9.954E-05 5.0623E-11 1.45872E-10 13 325 0.32882391 9.467E-06 8.843E-05 4.4972E-11 1.29976E-10 14 350 0.32692592 8.163E-06 7.896E-05 4.0158E-11 1.16401E-10 15 375 0.32508143 7.111E-06

  3.16E-06 1.6071E-12 4.9492E-12 39 975 0.29152591 1.052E-06 2.052E-06 1.0436E-12 3.22092E-12 40 1000 0.29043907 0.000001 0.000001 5.0858E-13 1.57315E-12

  2.56E-06 2.579E-05 1.3118E-11 3.91717E-11 26 650 0.30759095 2.367E-06 2.323E-05 1.1816E-11 3.53727E-11 27 675 0.30620673 2.195E-06 2.087E-05 1.0612E-11 3.18482E-11 28 700 0.30485071 2.041E-06 1.867E-05 9.4958E-12 2.85685E-11 29 725 0.3035218 1.902E-06 1.663E-05 8.4579E-12 2.5508E-11 30 750 0.30221899 1.778E-06 1.473E-05 7.4903E-12 2.26445E-11 31 775 0.30094131 1.665E-06 1.295E-05 6.5862E-12 1.99587E-11 32 800 0.29968787 1.563E-06 1.129E-05 5.7394E-12 1.74339E-11 33 825 0.2984578 1.469E-06 9.723E-06 4.9448E-12 1.50553E-11 34 850 0.2972503 1.384E-06 8.253E-06 4.1975E-12 1.281E-11 35 875 0.2960646 1.306E-06 6.869E-06 3.4936E-12 1.06863E-11 36 900 0.29489999 1.235E-06 5.563E-06 2.8294E-12 8.6742E-12 37 925 0.29375576 1.169E-06 4.329E-06 2.2015E-12 6.76453E-12 38 950 0.29263128 1.108E-06

  3.16E-05 1.6069E-11 4.77389E-11 24 600 0.31044872 2.778E-06 2.857E-05 1.453E-11 4.32801E-11 25 625 0.30900454

  3.49E-05 1.775E-11 5.25968E-11 23 575 0.31192484 3.025E-06

  5.19E-05 2.6395E-11 7.73795E-11 19 475 0.31817882 4.432E-06 4.696E-05 2.3884E-11 7.02084E-11 20 500 0.31655956 0.000004 4.253E-05 2.1629E-11 6.3754E-11 21 525 0.31497866 3.628E-06 3.853E-05 1.9595E-11 5.79118E-11 22 550 0.3134343 3.306E-06

  6.25E-06 6.369E-05 3.2389E-11 9.44242E-11 17 425 0.3215404 5.536E-06 5.744E-05 2.9211E-11 8.5397E-11 18 450 0.31983838 4.938E-06

  7.08E-05 3.6006E-11 1.04669E-10 16 400 0.32328722

  Kw 0 0 0.36225654 0 0.0025924 1.3184E-09 3.63951E-09 1 25 0.35825362 0.0016 0.0025924 1.3184E-09 3.65764E-09 2 50 0.35497272 0.0004 0.0009924 5.0471E-10 1.40603E-09 3 75 0.35197465 0.0001778 0.0005924 3.0128E-10 8.42576E-10 4 100 0.34917159 0.0001 0.0004146 2.1086E-10 5.91909E-10 5 125 0.34652104 0.000064 0.0003146 1.6001E-10 4.50754E-10 6 150 0.34399722 4.444E-05 0.0002506 1.2746E-10 3.60304E-10 7 175 0.34158255 3.265E-05 0.0002062 1.0485E-10 2.97407E-10 8 200 0.3392641 0.000025 0.0001735 8.8246E-11 2.51127E-10 9 225 0.33703188 1.975E-05 0.0001485 7.5532E-11 2.15637E-10 10 250 0.33487785 0.000016 0.0001288 6.5486E-11 1.87546E-10

  Untuk Contoh Tanah TPD 1 ω=34,3 %

  i

  θw)

  Σ ) Kw(

  Ksc (

  j

  θw (Ua-Uw)

  Uw) (kpa)

  No i=j (Ua-

  0.0094381 Ksat = 4.8E-09 Ks/Ksc = 5.086E-07 Wpi = 39.58 θsat = 36.225654

  t n

  0.4 te n

  0.35 o

  0.3 r c

  0.25 te a

  0.2 w ic

  0.15 tr

  0.1 me

  0.05 lu o

  V 10 100 1000

  M atrics Suction 0.000000004

  3.5E-09 0.000000003

  2.5E-09 0.000000002 Kw

  1.5E-09 0.000000001

  5E-10

10 100 1000

M atrics Suction

• 2

  11 275 0.33279542 1.322E-05 0.0001128 2.0311E-11 6.10311E-11 12 300 0.33077903 1.111E-05 9.954E-05 1.7929E-11 5.42027E-11 13 325 0.32882391 9.467E-06 8.843E-05 1.5928E-11 4.84386E-11 14 350 0.32692592 8.163E-06 7.896E-05 1.4222E-11 4.35036E-11 15 375 0.32508143 7.111E-06

  3.16E-06 5.6918E-13 1.94504E-12 39 975 0.29152591 1.052E-06 2.052E-06 3.696E-13 1.26781E-12 40 1000 0.29043907 0.000001 0.000001 1.8012E-13 6.20171E-13

  2.56E-06 2.579E-05 4.6459E-12 1.50349E-11 26 650 0.30759095 2.367E-06 2.323E-05 4.1848E-12 1.36049E-11 27 675 0.30620673 2.195E-06 2.087E-05 3.7584E-12 1.22741E-11 28 700 0.30485071 2.041E-06 1.867E-05 3.3631E-12 1.10319E-11 29 725 0.3035218 1.902E-06 1.663E-05 2.9955E-12 9.86915E-12 30 750 0.30221899 1.778E-06 1.473E-05 2.6528E-12 8.77781E-12 31 775 0.30094131 1.665E-06 1.295E-05 2.3326E-12 7.75103E-12 32 800 0.29968787 1.563E-06 1.129E-05 2.0327E-12 6.78277E-12 33 825 0.2984578 1.469E-06 9.723E-06 1.7513E-12 5.86774E-12 34 850 0.2972503 1.384E-06 8.253E-06 1.4866E-12 5.00128E-12 35 875 0.2960646 1.306E-06 6.869E-06 1.2373E-12 4.17925E-12 36 900 0.29489999 1.235E-06 5.563E-06 1.0021E-12 3.39799E-12 37 925 0.29375576 1.169E-06 4.329E-06 7.7969E-13 2.65423E-12 38 950 0.29263128 1.108E-06

  3.16E-05 5.691E-12 1.82448E-11 24 600 0.31044872 2.778E-06 2.857E-05 5.1462E-12 1.65767E-11 25 625 0.30900454

  3.49E-05 6.2864E-12 2.00566E-11 23 575 0.31192484 3.025E-06

  5.19E-05 9.3482E-12 2.9228E-11 19 475 0.31817882 4.432E-06 4.696E-05 8.4587E-12 2.65849E-11 20 500 0.31655956 0.000004 4.253E-05 7.6604E-12 2.4199E-11 21 525 0.31497866 3.628E-06 3.853E-05 6.9399E-12 2.2033E-11 22 550 0.3134343 3.306E-06

  6.25E-06 6.369E-05 1.1471E-11 3.5483E-11 17 425 0.3215404 5.536E-06 5.744E-05 1.0345E-11 3.21747E-11 18 450 0.31983838 4.938E-06

  7.08E-05 1.2752E-11 3.92273E-11 16 400 0.32328722

  Kw 0 0 0.36225654 0 0.0025924 4.6695E-10 1.28899E-09 1 25 0.35825362 0.0016 0.0025924 4.6695E-10 1.30339E-09 2 50 0.35497272 0.0004 0.0009924 1.7875E-10 5.03563E-10 3 75 0.35197465 0.0001778 0.0005924 1.067E-10 3.03154E-10 4 100 0.34917159 0.0001 0.0004146 7.4681E-11 2.1388E-10 5 125 0.34652104 0.000064 0.0003146 5.6669E-11 1.63536E-10 6 150 0.34399722 4.444E-05 0.0002506 4.5141E-11 1.31224E-10 7 175 0.34158255 3.265E-05 0.0002062 3.7135E-11 1.08716E-10 8 200 0.3392641 0.000025 0.0001735 3.1254E-11 9.21225E-11 9 225 0.33703188 1.975E-05 0.0001485 2.6751E-11 7.93717E-11 10 250 0.33487785 0.000016 0.0001288 2.3193E-11 6.92576E-11

  Untuk Contoh Tanah TPD 1 ω=36 %

  i

  θw)

  Σ ) Kw(

  Ksc (

  j

  θw (Ua-Uw)

  Uw) (kpa)

  No i=j (Ua-

  0.0094381 Ksat = 1.7E-09 Ks/Ksc = 1.801E-07 Wpi = 39.58 θsat = 36.225654

  0.4 t

  0.35 n te n

  0.3 o r c

  0.25 te a

  Series1

  0.2 w ic

  0.15 tr me

  0.1 lu o

  0.05 v

  10 100 1000 matrics suction

  1.4E-09

  1.2E-09

  1E-09

  8E-10 Series1

  Kw

  6E-10

  4E-10

  2E-10 10 100 1000 matrics suction

• 2

  11 275 0.33279542 1.322E-05 0.0001128 7.288E-12 2.18994E-11 12 300 0.33077903 1.111E-05 9.954E-05 6.4334E-12 1.94492E-11 13 325 0.32882391 9.467E-06 8.843E-05 5.7153E-12 1.73809E-11 14 350 0.32692592 8.163E-06 7.896E-05 5.1034E-12 1.56101E-11 15 375 0.32508143 7.111E-06

  3.16E-06 2.0424E-13 6.97927E-13 39 975 0.29152591 1.052E-06 2.052E-06 1.3262E-13 4.54919E-13 40 1000 0.29043907 0.000001 0.000001 6.4632E-14 2.22532E-13

  2.56E-06 2.579E-05 1.667E-12 5.39489E-12 26 650 0.30759095 2.367E-06 2.323E-05 1.5016E-12 4.88177E-12 27 675 0.30620673 2.195E-06 2.087E-05 1.3486E-12 4.40425E-12 28 700 0.30485071 2.041E-06 1.867E-05 1.2068E-12 3.95852E-12 29 725 0.3035218 1.902E-06 1.663E-05 1.0749E-12 3.54128E-12 30 750 0.30221899 1.778E-06 1.473E-05 9.5189E-13 3.14968E-12 31 775 0.30094131 1.665E-06 1.295E-05 8.3699E-13 2.78125E-12 32 800 0.29968787 1.563E-06 1.129E-05 7.2939E-13 2.43382E-12 33 825 0.2984578 1.469E-06 9.723E-06 6.284E-13 2.10548E-12 34 850 0.2972503 1.384E-06 8.253E-06 5.3344E-13 1.79458E-12 35 875 0.2960646 1.306E-06 6.869E-06 4.4398E-13 1.49961E-12 36 900 0.29489999 1.235E-06 5.563E-06 3.5957E-13 1.21928E-12 37 925 0.29375576 1.169E-06 4.329E-06 2.7977E-13 9.52399E-13 38 950 0.29263128 1.108E-06

  3.16E-05 2.0421E-12 6.54665E-12 24 600 0.31044872 2.778E-06 2.857E-05 1.8466E-12 5.94809E-12 25 625 0.30900454

  3.49E-05 2.2557E-12 7.19679E-12 23 575 0.31192484 3.025E-06

  5.19E-05 3.3544E-12 1.04877E-11 19 475 0.31817882 4.432E-06 4.696E-05 3.0352E-12 9.53929E-12 20 500 0.31655956 0.000004 4.253E-05 2.7487E-12 8.68317E-12 21 525 0.31497866 3.628E-06 3.853E-05 2.4902E-12 7.90598E-12 22 550 0.3134343 3.306E-06

  6.25E-06 6.369E-05 4.1161E-12 1.27322E-11 17 425 0.3215404 5.536E-06 5.744E-05 3.7122E-12 1.1545E-11 18 450 0.31983838 4.938E-06

  7.08E-05 4.5757E-12 1.40757E-11 16 400 0.32328722

  1 25 0.35825362 0.0016 0.0025924 1.6755E-10 4.67689E-10 2 50 0.35497272 0.0004 0.0009924 6.414E-11 1.8069E-10 3 75 0.35197465 0.0001778 0.0005924 3.8287E-11 1.08779E-10 4 100 0.34917159 0.0001 0.0004146 2.6797E-11 7.67451E-11 5 125 0.34652104 0.000064 0.0003146 2.0334E-11 5.86805E-11 6 150 0.34399722 4.444E-05 0.0002506 1.6198E-11 4.70864E-11 7 175 0.34158255 3.265E-05 0.0002062 1.3325E-11 3.90097E-11 8 200 0.3392641 0.000025 0.0001735 1.1215E-11 3.30557E-11 9 225 0.33703188 1.975E-05 0.0001485 9.5988E-12 2.84804E-11 10 250 0.33487785 0.000016 0.0001288 8.3221E-12 2.48513E-11

  Untuk Contoh Tanah TPD 1 ω=40,3 %

  θw) i Kw 0 0 0.36225654 0 0.0025924 1.6755E-10 4.62521E-10

  Σ ) Kw(

  Ksc (

  j

  θw (Ua-Uw)

  Uw) (kpa)

  No i=j (Ua-

  0.0094381 Ksat = 6.1E-10 Ks/Ksc = 6.463E-08 Wpi = 39.58 θsat = 36.225654

  0.4

  0.35 t n te

  0.3 n o

  0.25 r c te a

0.2 Series1

   w ic tr

  0.15 me

  0.1 lu o v

  0.05 10 100 1000 matrics suction

  5E-10

  4.5E-10

  4E-10

  3.5E-10

  3E-10

  2.5E-10 Series1

  Kw

  2E-10

  1.5E-10

  1E-10

  5E-11 10 100 1000 matrics suction

• 2

  5.73E-11 1.71589E-10 11 275 0.33178588 1.322E-05 0.0001128 5.018E-11 1.51242E-10 12 300 0.32970291 1.111E-05 9.954E-05 4.4295E-11 1.3435E-10 13 325 0.32768413 9.467E-06 8.843E-05 3.9351E-11 1.20088E-10 14 350 0.32572524 8.163E-06 7.896E-05 3.5138E-11 1.07876E-10 15 375 0.32382244 7.111E-06

  3.16E-06 1.4062E-12 4.84047E-12 39 975 0.28938225 1.052E-06 2.052E-06 9.1313E-13 3.15544E-12 40 1000 0.28827278 0.000001 0.000001 4.4501E-13 1.5437E-12

  2.56E-06 2.579E-05 1.1478E-11 3.73538E-11 26 650 0.30582696 2.367E-06 2.323E-05 1.0339E-11 3.3806E-11 27 675 0.30440673 2.195E-06 2.087E-05 9.2855E-12 3.05037E-11 28 700 0.30301604 2.041E-06 1.867E-05 8.3088E-12 2.74204E-11 29 725 0.30165372 1.902E-06 1.663E-05 7.4007E-12 2.45336E-11 30 750 0.3003187 1.778E-06 1.473E-05 6.554E-12 2.18236E-11 31 775 0.29900998 1.665E-06 1.295E-05 5.7629E-12 1.92733E-11 32 800 0.29772659 1.563E-06 1.129E-05 5.022E-12 1.68678E-11 33 825 0.29646763 1.469E-06 9.723E-06 4.3267E-12 1.45941E-11 34 850 0.29523225 1.384E-06 8.253E-06 3.6729E-12 1.24406E-11 35 875 0.29401965 1.306E-06 6.869E-06 3.0569E-12 1.0397E-11 36 900 0.29282906 1.235E-06 5.563E-06 2.4757E-12 8.45441E-12 37 925 0.29165975 1.169E-06 4.329E-06 1.9263E-12 6.60463E-12 38 950 0.29051103 1.108E-06

  3.16E-05 1.406E-11 4.53146E-11 24 600 0.30876096 2.778E-06 2.857E-05 1.2714E-11 4.11779E-11 25 625 0.30727793

  3.49E-05 1.5531E-11 4.98068E-11 23 575 0.31027744 3.025E-06

  5.19E-05 2.3096E-11 7.25323E-11 19 475 0.3167098 4.432E-06 4.696E-05 2.0898E-11 6.5985E-11 20 500 0.31504324 0.000004 4.253E-05 1.8926E-11 6.00735E-11 21 525 0.3134169 3.628E-06 3.853E-05 1.7146E-11 5.47058E-11 22 550 0.31182888 3.306E-06

  6.25E-06 6.369E-05 2.8341E-11 8.8022E-11 17 425 0.32017201 5.536E-06 5.744E-05 2.5559E-11 7.98301E-11 18 450 0.31841864 4.938E-06

  7.08E-05 3.1505E-11 9.72914E-11 16 400 0.32197237

  1.4E-10 4.04657E-10 6 150 0.34337141 4.444E-05 0.0002506 1.1152E-10 3.24792E-10 7 175 0.34087246 3.265E-05 0.0002062 9.1746E-11 2.69151E-10 8 200 0.33847375 0.000025 0.0001735 7.7215E-11 2.28128E-10 9 225 0.33616501 1.975E-05 0.0001485 6.609E-11 1.966E-10 10 250 0.33393799 0.000016 0.0001288

  Untuk Contoh Tanah TPD 2 ω=39,4 %

  1 25 0.35811791 0.0016 0.0025924 1.1536E-09 3.22137E-09 2 50 0.35472943 0.0004 0.0009924 4.4162E-10 1.24495E-09 3 75 0.35162845 0.0001778 0.0005924 2.6362E-10 7.49705E-10 4 100 0.34872745 0.0001 0.0004146 1.8451E-10 5.29082E-10 5 125 0.34598378 0.000064 0.0003146

  θw) i Kw 0 0 0.36222566 0 0.0025924 1.1536E-09 3.18484E-09

  Σ ) Kw(

  Ksc (

  j

  θw (Ua-Uw)

  Uw) (kpa)

  No i=j (Ua-

  0.0094381 Ksat = 4.2E-09 Ks/Ksc = 4.45E-07 Wpi = 38.8596 θsat = 36.222566

  0.4

  0.35 t n te

  0.3 n o

  0.25 r c te a

  0.2 w

  Series1 ic tr

  0.15 me lu

  0.1 o v

  0.05 10 100 1000 matrics suction

  3.5E-09 0.000000003

  2.5E-09 0.000000002

  Series1

  Kw

  1.5E-09 0.000000001

  5E-10 10 100 1000

  matrics suction

• 2

  7.08E-05 2.9255E-11 9.0342E-11 16 400 0.32197237

  3.16E-06 1.3058E-12 4.49472E-12 39 975 0.28938225 1.052E-06 2.052E-06 8.479E-13 2.93005E-12 40 1000 0.28827278 0.000001 0.000001 4.1322E-13 1.43344E-12

  2.56E-06 2.579E-05 1.0658E-11 3.46857E-11 26 650 0.30582696 2.367E-06 2.323E-05 9.6003E-12 3.13913E-11 27 675 0.30440673 2.195E-06 2.087E-05 8.6223E-12 2.83248E-11 28 700 0.30301604 2.041E-06 1.867E-05 7.7153E-12 2.54618E-11 29 725 0.30165372 1.902E-06 1.663E-05 6.872E-12 2.27812E-11 30 750 0.3003187 1.778E-06 1.473E-05 6.0859E-12 2.02648E-11 31 775 0.29900998 1.665E-06 1.295E-05 5.3513E-12 1.78966E-11 32 800 0.29772659 1.563E-06 1.129E-05 4.6633E-12 1.5663E-11 33 825 0.29646763 1.469E-06 9.723E-06 4.0176E-12 1.35517E-11 34 850 0.29523225 1.384E-06 8.253E-06 3.4105E-12 1.1552E-11 35 875 0.29401965 1.306E-06 6.869E-06 2.8386E-12 9.65438E-12 36 900 0.29282906 1.235E-06 5.563E-06 2.2989E-12 7.85052E-12 37 925 0.29165975 1.169E-06 4.329E-06 1.7887E-12 6.13287E-12 38 950 0.29051103 1.108E-06

  3.16E-05 1.3056E-11 4.20778E-11 24 600 0.30876096 2.778E-06 2.857E-05 1.1806E-11 3.82367E-11 25 625 0.30727793

  3.49E-05 1.4422E-11 4.62492E-11 23 575 0.31027744 3.025E-06

  5.19E-05 2.1446E-11 6.73515E-11 19 475 0.3167098 4.432E-06 4.696E-05 1.9405E-11 6.12718E-11 20 500 0.31504324 0.000004 4.253E-05 1.7574E-11 5.57826E-11 21 525 0.3134169 3.628E-06 3.853E-05 1.5921E-11 5.07983E-11 22 550 0.31182888 3.306E-06

  6.25E-06 6.369E-05 2.6316E-11 8.17347E-11 17 425 0.32017201 5.536E-06 5.744E-05 2.3734E-11 7.41279E-11 18 450 0.31841864 4.938E-06

  7.17E-11 2.11833E-10 9 225 0.33616501 1.975E-05 0.0001485 6.1369E-11 1.82558E-10 10 250 0.33393799 0.000016 0.0001288 5.3207E-11 1.59332E-10 11 275 0.33178588 1.322E-05 0.0001128 4.6596E-11 1.40439E-10 12 300 0.32970291 1.111E-05 9.954E-05 4.1131E-11 1.24753E-10 13 325 0.32768413 9.467E-06 8.843E-05 3.654E-11 1.1151E-10 14 350 0.32572524 8.163E-06 7.896E-05 3.2628E-11 1.0017E-10 15 375 0.32382244 7.111E-06

  Untuk Contoh Tanah TPD 2 ω=41,4 %

  1.3E-10 3.75753E-10 6 150 0.34337141 4.444E-05 0.0002506 1.0356E-10 3.01593E-10 7 175 0.34087246 3.265E-05 0.0002062 8.5193E-11 2.49926E-10 8 200 0.33847375 0.000025 0.0001735

  1 25 0.35811791 0.0016 0.0025924 1.0712E-09 2.99127E-09 2 50 0.35472943 0.0004 0.0009924 4.1008E-10 1.15602E-09 3 75 0.35162845 0.0001778 0.0005924 2.4479E-10 6.96155E-10 4 100 0.34872745 0.0001 0.0004146 1.7133E-10 4.9129E-10 5 125 0.34598378 0.000064 0.0003146

  Kw i=j (kpa) ( Σ ) 0 0 0.36222566 0 0.0025924 1.0712E-09 2.95735E-09

  Ksc Kw( θw) i

  Uw) θw (Ua-Uw) j

  No (Ua-

  0.0094381 Ksat = 3.9E-09 Ks/Ksc = 4.132E-07 Wpi = 38.8596 θsat = 36.222566

  0.4

  0.35 t n te

  0.3 n o c r

  0.25 te a

0.2 Series1

   w ic tr

  0.15 me

  0.1 lu o v

  0.05 10 100 1000 matrics suction

  0.000000003

  2.5E-09 0.000000002

1.5E-09

  Series1 Kw

  0.000000001

  5E-10 10 100 1000 matrics suction

• 2

  11 275 0.33178588 1.322E-05 0.0001128 2.0311E-11 6.12169E-11 12 300 0.32970291 1.111E-05 9.954E-05 1.7929E-11 5.43796E-11 13 325 0.32768413 9.467E-06 8.843E-05 1.5928E-11 4.8607E-11 14 350 0.32572524 8.163E-06 7.896E-05 1.4222E-11 4.3664E-11 15 375 0.32382244 7.111E-06

  3.16E-06 5.6918E-13 1.95924E-12 39 975 0.28938225 1.052E-06 2.052E-06 3.696E-13 1.2772E-12 40 1000 0.28827278 0.000001 0.000001 1.8012E-13 6.24831E-13

  2.56E-06 2.579E-05 4.6459E-12 1.51194E-11 26 650 0.30582696 2.367E-06 2.323E-05 4.1848E-12 1.36834E-11 27 675 0.30440673 2.195E-06 2.087E-05 3.7584E-12 1.23467E-11 28 700 0.30301604 2.041E-06 1.867E-05 3.3631E-12 1.10987E-11 29 725 0.30165372 1.902E-06 1.663E-05 2.9955E-12 9.93027E-12 30 750 0.3003187 1.778E-06 1.473E-05 2.6528E-12 8.83335E-12 31 775 0.29900998 1.665E-06 1.295E-05 2.3326E-12 7.80109E-12 32 800 0.29772659 1.563E-06 1.129E-05 2.0327E-12 6.82745E-12 33 825 0.29646763 1.469E-06 9.723E-06 1.7513E-12 5.90713E-12 34 850 0.29523225 1.384E-06 8.253E-06 1.4866E-12 5.03547E-12 35 875 0.29401965 1.306E-06 6.869E-06 1.2373E-12 4.20832E-12 36 900 0.29282906 1.235E-06 5.563E-06 1.0021E-12 3.42202E-12 37 925 0.29165975 1.169E-06 4.329E-06 7.7969E-13 2.6733E-12 38 950 0.29051103 1.108E-06

  3.16E-05 5.691E-12 1.83416E-11 24 600 0.30876096 2.778E-06 2.857E-05 5.1462E-12 1.66673E-11 25 625 0.30727793

  3.49E-05 6.2864E-12 2.01599E-11 23 575 0.31027744 3.025E-06

  5.19E-05 9.3482E-12 2.93583E-11 19 475 0.3167098 4.432E-06 4.696E-05 8.4587E-12 2.67082E-11 20 500 0.31504324 0.000004 4.253E-05 7.6604E-12 2.43155E-11 21 525 0.3134169 3.628E-06 3.853E-05 6.9399E-12 2.21428E-11 22 550 0.31182888 3.306E-06

  6.25E-06 6.369E-05 1.1471E-11 3.56279E-11 17 425 0.32017201 5.536E-06 5.744E-05 1.0345E-11 3.23122E-11 18 450 0.31841864 4.938E-06

  7.08E-05 1.2752E-11 3.93799E-11 16 400 0.32197237

  1 25 0.35811791 0.0016 0.0025924 4.6695E-10 1.30389E-09 2 50 0.35472943 0.0004 0.0009924 1.7875E-10 5.03908E-10 3 75 0.35162845 0.0001778 0.0005924 1.067E-10 3.03452E-10 4 100 0.34872745 0.0001 0.0004146 7.4681E-11 2.14152E-10 5 125 0.34598378 0.000064 0.0003146 5.6669E-11 1.6379E-10 6 150 0.34337141 4.444E-05 0.0002506 4.5141E-11 1.31463E-10 7 175 0.34087246 3.265E-05 0.0002062 3.7135E-11 1.08942E-10 8 200 0.33847375 0.000025 0.0001735 3.1254E-11 9.23376E-11 9 225 0.33616501 1.975E-05 0.0001485 2.6751E-11 7.95764E-11 10 250 0.33393799 0.000016 0.0001288 2.3193E-11 6.94525E-11

  Untuk Contoh Tanah TPD 2 ω=45,4 %

  θw) i Kw 0 0 0.36222566 0.0025924 4.6695E-10 1.2891E-09

  Σ ) Kw(

  Ksc (

  j

  (Ua-Uw)

  (kpa) θw

  No i=j (UaUw)

  0.0094381 Ksat = 1.7E-09 Ks/Ksc = 1.801E-07 Wpi = 38.8596 θsat = 36.222566

  0.4

  0.35 t n te

  0.3 n o c r

  0.25 te a

0.2 Series1

   w ic tr

  0.15 me

  0.1 lu o v

  0.05 10 100 1000 matrics suction

  1.4E-09

  1.2E-09

  1E-09

  8E-10 Series1

  Kw

  6E-10

  4E-10

  2E-10 10 100 1000 matrics suction

• 2

  11 275 0.33669247 1.322E-05 0.0001128 1.3142E-11 3.90337E-11 12 300 0.33493842 1.111E-05 9.954E-05 1.1601E-11 3.46368E-11 13 325 0.33323512 9.467E-06 8.843E-05 1.0306E-11 3.09277E-11 14 350 0.33157902 8.163E-06 7.896E-05 9.2028E-12 2.77544E-11 15 375 0.32996703 7.111E-06

  3.16E-06 3.6829E-13 1.2232E-12 39 975 0.30008617 1.052E-06 2.052E-06 2.3915E-13 7.96945E-13 40 1000 0.29909834 0.000001 0.000001 1.1655E-13 3.89669E-13

  2.56E-06 2.579E-05 3.0061E-12 9.51938E-12 26 650 0.3145342 2.367E-06 2.323E-05 2.7078E-12 8.60886E-12 27 675 0.31330023 2.195E-06 2.087E-05 2.4319E-12 7.76228E-12 28 700 0.31208947 2.041E-06 1.867E-05 2.1761E-12 6.97275E-12 29 725 0.31090104 1.902E-06 1.663E-05 1.9383E-12 6.23435E-12 30 750 0.30973413 1.778E-06 1.473E-05 1.7165E-12 5.54195E-12 31 775 0.30858797 1.665E-06 1.295E-05 1.5093E-12 4.89109E-12 32 800 0.30746182 1.563E-06 1.129E-05 1.3153E-12 4.27788E-12 33 825 0.306355 1.469E-06 9.723E-06 1.1332E-12 3.6989E-12 34 850 0.30526688 1.384E-06 8.253E-06 9.6194E-13 3.15114E-12 35 875 0.30419682 1.306E-06 6.869E-06 8.0062E-13 2.63193E-12 36 900 0.30314426 1.235E-06 5.563E-06 6.484E-13 2.1389E-12 37 925 0.30210864 1.169E-06 4.329E-06 5.0451E-13 1.66996E-12 38 950 0.30108944 1.108E-06

  3.16E-05 3.6824E-12 1.15659E-11 24 600 0.31707559 2.778E-06 2.857E-05 3.3299E-12 1.05019E-11 25 625 0.31579232

  3.49E-05 4.0677E-12 1.27226E-11 23 575 0.31838508 3.025E-06

  5.19E-05 6.0489E-12 1.85907E-11 19 475 0.32390988 4.432E-06 4.696E-05 5.4733E-12 1.68976E-11 20 500 0.32248293 0.000004 4.253E-05 4.9567E-12 1.53706E-11 21 525 0.32108744 3.628E-06 3.853E-05 4.4905E-12 1.39854E-11 22 550 0.31972194 3.306E-06

  6.25E-06 6.369E-05 7.4226E-12 2.26024E-11 17 425 0.32686476 5.536E-06 5.744E-05 6.6941E-12 2.04798E-11 18 450 0.3253699 4.938E-06

  7.08E-05 8.2513E-12 2.50066E-11 16 400 0.32839642

  1 25 0.35878503 0.0016 0.0025924 3.0214E-10 8.42124E-10 2 50 0.35591258 0.0004 0.0009924 1.1566E-10 3.24974E-10 3 75 0.35330634 0.0001778 0.0005924 6.9043E-11 1.95419E-10 4 100 0.35087737 0.0001 0.0004146 4.8323E-11 1.3772E-10 5 125 0.34858378 0.000064 0.0003146 3.6668E-11 1.05191E-10 6 150 0.34640073 4.444E-05 0.0002506 2.9209E-11 8.43207E-11 7 175 0.34431161 3.265E-05 0.0002062 2.4029E-11 6.97879E-11 8 200 0.34230445 0.000025 0.0001735 2.0223E-11 5.90792E-11 9 225 0.34037012 1.975E-05 0.0001485 1.7309E-11 5.08545E-11 10 250 0.33850141 0.000016 0.0001288 1.5007E-11 4.4334E-11

  Untuk Contoh Tanah TPD 3 ω=28,8 %

  θw) i Kw 0 0 0.36239206 0.0025924 3.0214E-10 8.33742E-10

  Σ ) Kw(

  Ksc (

  j

  (Ua-Uw)

  (kpa) θw

  No i=j (UaUw)

  0.0094381 Ksat = 1.1E-09 Ks/Ksc = 1.165E-07 Wpi = 42.7807 θsat = 36.239206

  0.4

  0.35 t n te

  0.3 n o c r

  0.25 te a

0.2 Series1

   w ic tr

  0.15 me

  0.1 lu o v

  0.05 10 100 1000 matrics suction

  9E-10

  8E-10

  7E-10

  6E-10

  5E-10 Series1

  Kw

  4E-10

  3E-10

  2E-10

  1E-10 10 100 1000 matrics suction

• 2

  2.39E-11 6.98209E-11 9 225 0.34037012 1.975E-05 0.0001485 2.0456E-11 6.01007E-11 10 250 0.33850141 0.000016 0.0001288 1.7736E-11 5.23948E-11 11 275 0.33669247 1.322E-05 0.0001128 1.5532E-11 4.61307E-11 12 300 0.33493842 1.111E-05 9.954E-05 1.371E-11 4.09344E-11 13 325 0.33323512 9.467E-06 8.843E-05 1.218E-11 3.65509E-11 14 350 0.33157902 8.163E-06 7.896E-05 1.0876E-11 3.28006E-11 15 375 0.32996703 7.111E-06

  3.16E-06 4.3526E-13 1.4456E-12 39 975 0.30008617 1.052E-06 2.052E-06 2.8263E-13 9.41845E-13 40 1000 0.29909834 0.000001 0.000001 1.3774E-13 4.60518E-13

  2.56E-06 2.579E-05 3.5527E-12 1.12502E-11 26 650 0.3145342 2.367E-06 2.323E-05 3.2001E-12 1.01741E-11 27 675 0.31330023 2.195E-06 2.087E-05 2.8741E-12 9.1736E-12 28 700 0.31208947 2.041E-06 1.867E-05 2.5718E-12 8.24052E-12 29 725 0.31090104 1.902E-06 1.663E-05 2.2907E-12 7.36787E-12 30 750 0.30973413 1.778E-06 1.473E-05 2.0286E-12 6.54958E-12 31 775 0.30858797 1.665E-06 1.295E-05 1.7838E-12 5.78038E-12 32 800 0.30746182 1.563E-06 1.129E-05 1.5544E-12 5.05568E-12 33 825 0.306355 1.469E-06 9.723E-06 1.3392E-12 4.37143E-12 34 850 0.30526688 1.384E-06 8.253E-06 1.1368E-12 3.72407E-12 35 875 0.30419682 1.306E-06 6.869E-06 9.4619E-13 3.11046E-12 36 900 0.30314426 1.235E-06 5.563E-06 7.6629E-13 2.5278E-12 37 925 0.30210864 1.169E-06 4.329E-06 5.9624E-13 1.97359E-12 38 950 0.30108944 1.108E-06

  3.16E-05 4.3519E-12 1.36688E-11 24 600 0.31707559 2.778E-06 2.857E-05 3.9353E-12 1.24113E-11 25 625 0.31579232

  3.49E-05 4.8073E-12 1.50358E-11 23 575 0.31838508 3.025E-06

  5.19E-05 7.1487E-12 2.19709E-11 19 475 0.32390988 4.432E-06 4.696E-05 6.4685E-12 1.99699E-11 20 500 0.32248293 0.000004 4.253E-05 5.858E-12 1.81652E-11 21 525 0.32108744 3.628E-06 3.853E-05 5.307E-12 1.65282E-11 22 550 0.31972194 3.306E-06

  6.25E-06 6.369E-05 8.7721E-12 2.67119E-11 17 425 0.32686476 5.536E-06 5.744E-05 7.9112E-12 2.42034E-11 18 450 0.3253699 4.938E-06

  7.08E-05 9.7516E-12 2.95532E-11 16 400 0.32839642

  1 25 0.35878503 0.0016 0.0025924 3.5708E-10 9.95238E-10 2 50 0.35591258 0.0004 0.0009924 1.3669E-10 3.84061E-10 3 75 0.35330634 0.0001778 0.0005924 8.1596E-11 2.3095E-10 4 100 0.35087737 0.0001 0.0004146 5.7109E-11 1.6276E-10 5 125 0.34858378 0.000064 0.0003146 4.3335E-11 1.24317E-10 6 150 0.34640073 4.444E-05 0.0002506 3.4519E-11 9.96517E-11 7 175 0.34431161 3.265E-05 0.0002062 2.8398E-11 8.24766E-11 8 200 0.34230445 0.000025 0.0001735

  Untuk Contoh Tanah TPD 3 ω= 30,8 %

  θw) i Kw 0 0 0.36239206 0.0025924 3.5708E-10 9.85332E-10

  Σ ) Kw(

  Ksc (

  j

  (Ua-Uw)

  (kpa) θw

  No i=j (UaUw)

  0.0094381 Ksat = 1.3E-09 Ks/Ksc = 1.377E-07 Wpi = 42.7807 θsat = 36.239206

  0.4

  0.35 t n te

  0.3 n o r c

  0.25 te a

0.2 Series1

   w ic tr

  0.15 me

  0.1 lu o v

  0.05 10 100 1000 matrics suction

  0.000000001

  9E-10

  8E-10

  7E-10

  6E-10

  5E-10 Series1