galian drainase

7/25/2019 GALIAN DRAINASE

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TEM : 2.1.(1a) GALIAN SELOKAN DRAINASE & SALURAN AIR

STAX

Y 1 2 3 4 5 6

4+950.00X -3.747 -4.061 -4.397 -4.797 -4.997 -5.147

Y 14.665 14.670 14.675 14.618 13.885 13.877

4+975.00X -3.754 -3.751 -2.500 -2.512 -2.699 -3.753

Y 14.696 13.799 13.836 14.685 14.700 14.695

5+000.00 X -3.750 -5.150 -5.150 -3.750 -3.750Y 14.815 14.826 13.479 13.479 14.815

5+025.00X -3.750 -3.750 -5.150 -5.150 -5.100 -4.100

Y 14.702700 13.387000 13.387000 13.974300 13.979000 14.464000

5+050.00X -3.750 -3.750 -5.150 -5.150 -4.068 -3.752

Y 13.700 12.512 12.512 13.680 13.695 13.700

5+075.00X -3.750 -3.750 -5.150 -5.150 -4.950 -4.080

Y 14.574 13.663 13.663 14.552 14.555 14.569

5+100.00X -3.750 -4.199 -4.700 -5.100 -5.150 -5.150

Y 14.646 14.595 14.543 14.632 14.243 13.773

5+125.00X -3.750 -3.750 -5.146 -5.146 -5.100 -3.749

Y 14.754 13.883 13.883 14.548 14.755 14.754

5+150.00X -3.753 -3.749 -2.598 -2.600 -2.799 -3.751

Y 14.678 14.121 14.159 14.810 14.717 14.680

5+175.00X -3.750 -3.750 -5.150 -5.150 -4.500 -3.748

Y 13.910 13.123 13.123 14.023 13.944 13.907

5+200.00X -3.750 -3.750 -4.787 -4.700 -4.400 -3.750

Y 14.815 14.065 14.065 14.596 14.822 14.815

5+225.00X -3.753 -3.750 -5.150 -5.150 -4.900 -3.750

Y 13.804 13.076 13.076 13.818 13.797 13.804

5+250.00X -3.751 -3.750 -5.150 -5.150 -4.500 -3.800

Y 13.944 13.012 13.012 14.021 14.018 13.944

5+275.00X -3.750 -3.750 -5.150 -5.150 -4.600 -3.75

Y 13.738 12.976 12.976 13.142 13.035 13.738

5+300.00X -3.750 -4.000 -4.700 -4.900 -5.150 -3.75

Y 14.960 14.970 14.731 14.065 14.006 13.995

5+325.00X -3.745 -3.750 -4.700 -4.500 -4.000 -3.75

Y 13.790 13.014 13.010 13.685 13.813 13.790

5+350.00X -3.75 -5.15 -5.15 -4.70 -4.60 -4.40

Y 14.030 14.030 14.072 14.110 14.747 14.821


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TEM : 2.1.(1a) GALIAN SELOKAN DRAINASE & SALURAN AIR

STAX

Y 1 2 3 4 5 6 7


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LEMBAR PE

SIS

L

10 11 12 13 14 15 16 17 18 19 20 (

1

1

1

1

1

1

1

1

0

1

0

1

1

0

0

0

0


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LEMBAR PERHITUNG

SISI KIRI

LUAS

10 11 12 13 14 15 16 17 18 19 20 (M2)

TAL

ATIF


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VOLUME

(M3)

28.54

-

39.48

36.45

36.19

30.33

29.83

23.24

22.58

-

21.82

30.23

22.37

17.04

19.38

14.66


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VOLUME

(M3)

372.14

372.14


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EM : 2.1.(1a) GALIAN SELOKAN DRAINASE & SALURAN AIR

STAX

Y 1 2 3 4 5 6 7 8 9

4+950.00X 3.753 3.753 5.153 5.153 4.803 4.603 4.403 4.003 3.753

Y 14.583 13.625 13.625 14.065 13.716 13.727 14.509 14.566 14.583

4+975.00X 2.300 2.300 3.750 3.750 2.300

Y 14.697 14.392 14.349 14.816 14.697

5+000.00 X 3.749 3.750 5.150 5.150 5.100 4.300 4.100 3.750Y 14.654 13.468 13.468 14.078 13.905 13.941 14.600 14.655

5+025.00X 3.750 3.750 5.150 5.150 4.000 3.750

Y 15.042 13.386 13.386 15.082 15.066 15.042

5+050.00X 3.750 3.750 5.150 5.150 4.073 3.750

Y 13.673 12.512 12.512 13.687 13.677 13.672

5+075.00X 2.302 2.302 3.750 3.750 2.601 2.300

Y 14.493 14.306 14.263 14.575 14.562 14.494

5+100.00X 2.600 2.599 3.749 3.751 2.997 2.600

Y 14.683 14.409 14.378 14.634 14.715 14.682

5+125.00X 3.750 3.750 5.146 4.900 3.750

Y 14.519 13.883 13.883 14.451 14.519

5+150.00X 3.747 3.750 5.150 5.150 5.100 4.199 3.747

Y 14.681 14.003 14.003 14.375 14.611 14.656 14.681

5+175.00X 3.750 3.750 5.150 5.150 4.300 3.750

Y 13.981 13.123 13.123 13.364 14.105 13.980

5+200.00X 3.750 3.752 5.150 5.150 3.750

Y 14.725 14.062 14.062 14.719 14.725

5+225.00X 3.750 3.752 5.150 5.150 3.750

Y 13.690 13.071 13.071 13.657 13.690

5+250.00X 3.750 3.750 5.150 5.150 4.000 3.746

Y 13.970 13.012 13.012 13.875 13.965 13.967

5+275.00X 3.748 3.750 5.150 5.150 4.400 3.75

Y 14.285 12.976 12.976 14.183 14.204 14.285

5+300.00X 3.747 3.750 5.150 5.150 4.500 3.75

Y 15.020 13.995 13.995 15.103 15.069 15.021

5+325.00X 3.750 3.750 5.150 5.150 4.000 3.80 3.75

Y 13.815 13.014 13.014 13.896 13.862 13.815 13.814

5+350.00X 3.75 3.75 4.56 4.40 4.00 3.75

Y 14.766 14.030 14.030 14.703 14.743 14.766


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STAX KOORDINA

Y 1 2 3 4 5 6 7 8 9 10

S

K


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STAX KOORDINAT

Y 1 2 3 4 5 6 7 8 9 10 11


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LEMBAR PERHITUNGAN

SISI KANAN

LUAS RERATA PAN

14 15 16 17 18 19 20 (M2) (M2)

0.813

0.688 2

0.563

0.755 2

0.948

1.653 2

2.359

1.997 2

1.636

1.027 2

0.418

0.375 2

0.331

0.546 2

0.762

0.827 2

0.892

0.958 2

1.023

0.973 2

0.923

0.883 2

0.843

1.074 2

1.304

1.521 2

1.739

1.608 2

1.478

1.348 2

1.218

0.865 2

0.511


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LEMBAR PERHITUNGAN

SISI KANAN

LUAS RERATA PANJANG

14 15 16 17 18 19 20 (M2) (M2) (M)


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LEMBAR PERHITUNGAN

SISI KANAN

LUAS RERATA PANJANG V

14 15 16 17 18 19 20 (M2) (M2) (M) (M


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KIRI

Err:502 Err:502

at point X= 3.7520 Y= 14.7660 Z= 0.0000 3.752000 14.766000

at point X= 3.7500 Y= 14.0300 Z= 0.0000 3.750000 14.030000

at point X= 4.5591 Y= 14.0300 Z= 0.0000 4.559100 14.030000

at point X= 4.4000 Y= 14.7030 Z= 0.0000 4.400000 14.703000

at point X= 4.0000 Y= 14.7430 Z= 0.0000 4.000000 14.743000

at point X= 3.7520 Y= 14.7660 Z= 0.0000 3.752000 14.766000

at point X= -3.7500 Y= 14.3379 Z= 0.0000 -3.750000 14.337900

at point X= -3.7519 Y= 14.0300 Z= 0.0000 -3.751900 14.030000

at point X= 4.0030 Y= 14.5661 Z= 0.0000 4.003000 14.566100

at point X= 3.7529 Y= 14.5825 Z= 0.0000 3.752900 14.582500

at point X= 0.000 Y= 84.469 Z= 0.000 0.000000 84.469000

at point X= 6.330 Y= 77.360 Z= 0.000 6.330000 77.360000

at point X= 8.800 Y= 77.110 Z= 0.000 8.800000 77.110000

at point X= 7.250 Y= 77.258 Z= 0.000 7.250000 77.258000

at point X= 5.834 Y= 77.316 Z= 0.000 5.834000 77.316000

at point X= 5.834 Y= 77.166 Z= 0.000 5.834000 77.166000

at point X= 4.300 Y= 77.243 Z= 0.000 4.300000 77.243000

at point X= 4.300 Y= 76.949 Z= 0.000 4.300000 76.949000

at point X= 4.300 Y= 76.649 Z= 0.000 4.300000 76.649000

at point X= 0.000 Y= 76.778 Z= 0.000 0.000000 76.778000

at point X= 4.300 Y= 88.932 Z= 0.000 4.300000 88.932000

at point X= 0.000 Y= 88.803 Z= 0.000 0.000000 88.803000

at point X= 5.834 Y= 87.383 Z= 0.000 5.834000 87.383000

at point X= 4.300 Y= 87.459 Z= 0.000 4.300000 87.459000

at point X= 4.300 Y= 86.897 Z= 0.000 4.300000 86.897000

at point X= 0.002 Y= 86.860 Z= 0.000 0.002000 86.860000

at point X= 0.000 Y= 86.373 Z= 0.000 0.000000 86.373000

at point X= 0.000 Y= 83.948 Z= 0.000 0.000000 83.948000


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14.194 7.1049

2 7.0041.2963 7.6595

1.2963 7.9513

2.3 7.136

14.194 7.291

14.194 7.1049

4.6 14.235

4.8 13.597

5.8 13.597

6 14.116

12 13.9704

12 13.435


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11.5041 6.912

12.0041 5.364

13.224 5.282

13.8266 5.2935

14.5041 6.812

14.9574 6.806

15.0041 6.873

15.4435 6.7996

18.5041 6.759


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14.503400 , 4,14.5034

13.180000 , 4,13.18

13.180000 , 5.4,13.18

13.680000 , 5.4,13.68

13.780000 , 5.2,13.78

14.451000 , 4.9,14.451

14.503400 , 4,14.5034

14.615900 , -4,14.6159

14.615500 , 4,14.6155

85.350000 , -5.97,85.35

85.229000 , -3.521,85.229

84.748000 , -2.003,84.748

84.629 , 0.67,84.629 476

84.807 , 3.914,84.807

85.496 , 7.591,85.496

85.69 , 8.412,85.69

86.3432 , 11.1762,86.3432

83.667 , 8.5,83.667

83.667 , 7,83.66783.702 , 6.3,83.702

83.5518 , 6.3,83.5518

83.6518 , 4.3,83.6518

83.0577 , 4.3,83.0577

83.1867 , 0,83.1867

86.09 , 4.3,86.09

85.49 , 4.3,85.49

85.62 , 0,85.62

85.86 , 0,85.86


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85.37 , 6.33,85.37

85.22 , 6.33,85.22

85.32 , 4.3,85.32

84.72 , 4.3,84.72

84.85 , 0,84.85


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galian drainase

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