perhitungan lines plan

I. UKURAN UTAMA KAPAL

Lpp : 121 meterB : 19.2 meterH : 11.3 meterT : 8.4 meter

: 0.69 meterType : Semi ContainerMetode : NSP

II. PERHITUNGAN

II.1. Menentukan Length of Water Line (Lwl)Lwl = (1 + 4%) Lpp

= (1 + 4%) ###= ### meter

II.2.= ½ ( Lwl +Lpp)= ½ ( ### + ### )= ### meter

II.3.

== ### x ### x###x###= ### meter

II.4. Menentukan Radius Bilga (R)

R = 0.16 T= ###x ###= ### meter

II.5.== ### x###-###[( ### - ( ###= ###

II.6.Cm = Amidship / B T

= ### / ( ### x###)= ###

Cbpp

Perhitungan ini merupakan pendekatan dari beberapa rumus, dalam hal ini dipakai rumus dari Ayre and F.H. Alexander dari buku "Applied Naval Architecture" (R. Nunro - Smith Msc MRINA).

Menentukan Panjang Displacement (Ldispl)Ldispl

Menentukan Volume Displacement (Vdispl)Vdispl Lpp B T Cbpp

Menentukan Luasan Midship (Amidship)Amidship B T - 2(R² - ¼pR²)

)² ¼ p )²]m²

Menentukan Koefisien Midship (Cm)

II.7.== ### / ( ### x ### x ###)= ###

II.8.== ###x ( ### / ### )= ###

II.9.== ### / ###= ###

II.10Berdasarkan diagram NSP, pada grafik b didapat hargae = ###

== ### x ###= ### meter (depan / belakang midship displacement)

II.11== ### - ½ ( ### - ### )= ### meter (depan / belakang midship perpendicular)

Menentukan koefisien blok displacement (Cbdispl)Cbdispl Vdispl / (Ldispl B T)

Menentukan koefisien blok water line (Cbwl)Cbwl Cbpp (Lpp / Lwl)

Menentukan Koefisien Prismatik Displacement (Cpdispl)Cpdispl Cbdispl / Cm

Menentukan LCB Displacement (LCBdispl)

maka jarak LCBdispl dari midship adalahLCBdispl e Ldispl

Menentukan LCB Perpendicular (LCBpp)LCBpp LCBdispl - ½(Lwl - Lpp)

III. MENENTUKAN % LUAS TIAP STATION TERHADAP LUAS MIDSHIP

Station % A Station A Station0 0.00 0.0001 10.00 16.0502 27.31 43.8333 48.08 77.1704 67.30 108.0195 81.93 131.5006 91.16 146.3157 96.93 155.5768 98.85 158.6579 100.00 160.50310 100.00 160.50311 100.00 160.50312 100.00 160.50313 97.69 156.79614 93.46 150.00615 83.70 134.34116 70.00 112.35217 50.74 81.43918 30.00 48.15119 10.74 17.23820 0.00 0.000

IV. CURVE SECTIONAL AREA

Cara penggambaran CSA1.2.3.

skala 1 : 2504.5.

dan kebelakang, maka akan didapat titik AP dan FP garis Lwl.6.

FP dari garis Lwl.7.

akan kita dapatkan garis AP.

CSA adalah kurva yang menunjukan luasan kapal pada tiap station. Berdasarkan prosentase luasan yang didapat dari diagram NSP dikalikan dengan luasan midship, maka akan didapatkan luasan kapal pada tiap stationnya.

Membuat garis horizontal dengan skala 1 : 100 untuk mewakili panjang kapal (Ldispl).Membagi panjang kapal (Ldispl)menjadi 20 bagian.Membuat garis vertikal pada tiap station sesuai dengan luasan tiap station denganMenghubungkan titik luasan tiap station pada garis vertikal dari station 0 samapi 20.Menentukan bagian midship pada garis Ldispl, kemudian diukur setengah Lwl kedepan

Kurva CSA difairkan sehingga pada kedua ujungnya akan bertemu dengan titik AP danPada garis horizontal Lwl, dari titik FP diukurkan panjang garis Lpp kebelakang maka

8. Dari garis Lpp yang sudah kita buat, kita bagi menjadi 20 bagian.9.

kurva CSA.10.Dari titik perpotongan tersebut kita ukur besarannya pada tiap station.11.

untuk volume < 0.5% dan LCB < 0.1%.IV. TABEL KOREKSI UNTUK VOLUME DAN LCB

Station A Station FS A Station.FS FM A Station.FS.FM-2 0.4 -10.8-1 1.6 -10.4AP 1.4 -101 4 -92 2 -83 4 -74 2 -65 4 -56 2 -47 4 -38 2 -29 4 -1

10 2 011 4 112 2 213 4 314 2 415 4 516 2 617 4 718 2 819 4 9FP 1 10

Dari tiap station yang ada pada garis Lpp kita tarik garis vertikal yang akan memotong

Dari data - data yang kita dapat kita buat tabel koreksi untuk volume dan LCB dimana

A Station0.0006.420

17.53330.86843.20752.60058.52662.23063.46364.20164.201 64.20164.20162.71860.00353.73644.94132.57619.2606.8950.000

A Station0.000



: 0.69 meterType : Semi ContainerMetode : NSP

II. PERHITUNGAN


= (1 + 4%) ###= ### meter

II.2.= ½ ( Lwl +Lpp)= ½ ( ### + ### )= ### meter

II.3.

== ### x ### x###x###= ### meter


R = 0.16 T= ###x ###= ### meter

II.5.== ### x###-###[( ### - ( ###= ###

II.6. Menentukan Koefisien Midship (Cm)Cm = Amidship / B T

= ### / ( ### x###)= ###

II.7.== ### / ( ### x ### x ###)= ###

Cbpp




)² ¼ p )²]m²


II.8.== ###x ( ### / ### )= ###

II.9.== ### / ###= ###

II.10Berdasarkan diagram NSP, pada grafik b didapat hargae = ###

== ### x ###= ### meter (depan / belakang midship displacement)








Station % A Station A Station0 0.000 0.0001 10.000 16.0502 27.307 43.8293 48.077 77.1654 67.307 108.0305 81.923 131.4896 91.154 146.3057 96.923 155.5658 98.846 158.6519 100.000 160.503

10 100.000 160.50311 100.000 160.50312 100.000 160.50313 97.692 156.79914 93.461 150.00815 83.704 134.34816 70.000 112.35217 50.741 81.44118 30.000 48.15119 10.741 17.24020 0.000 0.000

IV. TABEL KOREKSI UNTUK VOLUME DAN LCB

Station A Station FS A Station.FS FM A Station.FS.FM-2 0.000 0.4 0.000 -10.8 0.000-1 4.585 1.6 7.336 -10.4 -76.294AP 9.595 1.4 13.433 -10 -134.3301 29.588 4 118.350 -9 -1065.1502 62.373 2 124.745 -8 -997.9603 94.078 4 376.310 -7 -2634.1704 121.263 2 242.525 -6 -1455.1505 139.508 4 558.030 -5 -2790.1506 151.525 2 303.050 -4 -1212.2007 157.385 4 629.540 -3 -1888.6208 159.590 2 319.180 -2 -638.3609 160.503 4 642.012 -1 -642.012

10 160.503 2 321.006 0 0.00011 160.503 4 642.012 1 642.01212 159.615 2 319.230 2 638.46013 155.010 4 620.040 3 1860.12014 146.245 2 292.490 4 1169.96015 128.420 4 513.680 5 2568.40016 104.760 2 209.520 6 1257.12017 73.158 4 292.630 7 2048.41018 39.343 2 78.685 8 629.48019 13.340 4 53.360 9 480.240FP 0.000 1 0.000 10 0.000

S1 6677.164 S2 -2240.194

IV.1. Menentukan Jarak Antar Station (h)

h = Lpp / 20= 120 / 20= ### meter

IV.2.== ⅓ x ### x ###= ###

IV.3.== ( -2240.194 / ### ) x ###

Menentukan Volume Simpson (Vsimp)Vsimp ⅓ S1 h

meter3

Menentukan LCB Simpson (LCBsimp)LCBsimp (S2 / S1) h

= -2.010

V. KOREKSI VOLUME DAN LCB

V.1. Koreksi VolumeVolume=

= [( ### - ### ) / ### ] x 100%= 0.0026 % ≤ 0.5%

V.2. Koreksi LCBLCB =

= [( -2.010 - ### ) / 120 ] x 100%= -0.035 % ≤ 0.1%

VI. GRAFIK A/2T DAN B/2

VI.1.= ### + 0.78= ### + 0.78 ###= 0.76

VI.2.== ### x 19.2 x 0.76= ### meter2

VI.3. Menentukan Sudut MasukDidapat dari grafik "Angle of Entrance" -> dengan menggunakan kurva NSPSudut masuk ###

[(Vsimp - Vdispl) / Vdispl] x 100%

[(LCBsimp - LCBppl) / Lpp] x 100%

Menentukan Koefisien Garis Air (Cwl)Cwl Cbwl

Menentukan Luas Garis Air (Awl)Awl Lwl B Cwl

0

VII. TABEL GRAFIK A/2T DAN B/2

Station A A/2T B/2 FS B/2 * FS-2 0.000 0.00000 0.000 0.4 0-1 4.585 0.27292 1.834 1.6 2.9344AP 9.595 0.57113 2.798 1.4 3.91721 29.588 1.76116 4.802 4 19.2082 62.373 3.71265 6.500 2 133 94.078 5.59985 7.865 4 31.464 121.263 7.21801 8.560 2 17.125 139.508 8.30402 9.087 4 36.3486 151.525 9.01935 9.399 2 18.7987 157.385 9.36815 9.600 4 38.48 159.590 9.49940 9.600 2 19.29 160.503 9.55375 9.600 4 38.4

10 160.503 9.55375 9.600 2 19.211 160.503 9.55375 9.600 4 38.412 159.615 9.50089 9.600 2 19.213 155.010 9.22679 9.600 4 38.414 146.245 8.70506 9.315 2 18.6315 128.420 7.64405 8.584 4 34.33616 104.760 6.23571 7.407 2 14.81417 73.158 4.35461 5.725 4 22.918 39.343 2.34182 3.664 2 7.32819 13.340 0.79405 1.553 4 6.212FP 0.000 0.00000 0.000 1 0

S 458.206

VII.1== x ### x ###= ###

VII.2 Koreksi Luas Garis Air = [(Awlsimp - Awl)/Awl] x 100%= [( ### - ### )/ ### ] x 100%= 0.0951 % ≤ 0.1%

Menentukan Luas Garis Air Simpson (Awlsimp)Awlsimp 2 ⅓ S h

2 x ⅓ meter2

Awl

A Station0.0006.420

17.53130.86643.21252.59658.52262.22663.46064.20164.20164.20164.20162.72060.00353.73944.94132.57619.2606.8960.000

A Station0.0001.8343.838

11.83524.94937.63148.50555.80360.61062.95463.83664.201 64.20164.20164.20163.84662.00458.49851.36841.90429.26315.7375.3360.000



: 0.8 meterType : TankerMetode : NSP

II. PERHITUNGAN


= (1 + 4%) ###= ### meter

II.2.= ½ ( Lwl +Lpp)= ½ ( ### + ### )= ### meter

II.3.

== ### x ### x###x###= ### meter


R = 0.16 T= ###x ###= ### meter

II.5.== ### x###-###[( ### - ( ###= ###

II.6. Menentukan Koefisien Midship (Cm)Cm = Amidship / B T

= ### / ( ### x###)= ###

II.7.== ### / ( ### x ### x ###)= ###

Cbpp




)² ¼ p )²]m²


II.8.== ###x ( ### / ### )= ###

II.9.== ### / ###= ###

II.10Berdasarkan diagram NSP, pada grafik c didapat hargae = ###

== 3.000% x ###= ### meter (depan / belakang midship displacement)








Station % A Station A Station0 0.000 0.0001 20.000 28.6762 40.000 57.3523 61.538 88.2344 79.230 113.6015 90.769 130.1456 97.692 140.0727 100.000 143.3818 100.000 143.3819 100.000 143.38110 100.000 143.38111 100.000 143.38112 100.000 143.38113 100.000 143.38114 100.000 143.38115 100.000 143.38116 97.692 140.07217 85.000 121.87418 60.950 87.39119 32.710 46.90020 0.000 0.000

IV. TABEL KOREKSI UNTUK VOLUME DAN LCB

Station A Station FS A Station.FS FM A Station.FS.FM-2 0.000 0.4 0.000 -10.8 0.000-1 9.068 1.6 14.508 -10.4 -150.887AP 18.365 1.4 25.711 -10 -257.1071 44.982 4 179.927 -9 -1619.3432 74.306 2 148.613 -8 -1188.9003 101.662 4 406.649 -7 -2846.5434 122.035 2 244.069 -6 -1464.4175 135.012 4 540.046 -5 -2700.2306 141.629 2 283.258 -4 -1133.0327 143.380 4 573.520 -3 -1720.5608 143.380 2 286.760 -2 -573.5209 143.380 4 573.520 -1 -573.520

10 143.380 2 286.760 0 0.00011 143.380 4 573.520 1 573.52012 143.380 2 286.760 2 573.52013 143.380 4 573.520 3 1720.56014 143.380 2 286.760 4 1147.04015 142.324 4 569.295 5 2846.47516 137.154 2 274.308 6 1645.84817 114.219 4 456.875 7 3198.12518 78.041 2 156.082 8 1248.65219 38.263 4 153.053 9 1377.477FP 0.000 1 0.000 10 0.000

S1 6893.514 S2 103.158

IV.1. Menentukan Jarak Antar Station (h)

h = Lpp / 20= 121 / 20= ### meter

IV.2.== ⅓ x ### x ###= ###

IV.3.== ( 103.158 / ### ) x ###

Menentukan Volume Simpson (Vsimp)Vsimp ⅓ S1 h

meter3

Menentukan LCB Simpson (LCBsimp)LCBsimp (S2 / S1) h

= 0.091

V. KOREKSI VOLUME DAN LCB

V.1. Koreksi VolumeVolume=

= [( ### - ### ) / ### ] x 100%= -0.267 % ≤ 0.5%

V.2. Koreksi LCBLCB =

= [( 0.091 - ### ) / 121 ] x 100%= -0.985 % ≤ 0.1%

VI. GRAFIK A/2T DAN B/2

VI.1.= ### + 0.78= ### + 0.78 ###= 0.85

VI.2.== ### x 19.2 x 0.85= ### meter2

VI.3. Menentukan Sudut MasukDidapat dari grafik "Angle of Entrance" -> dengan menggunakan kurva NSPSudut masuk ###

[(Vsimp - Vdispl) / Vdispl] x 100%

[(LCBsimp - LCBppl) / Lpp] x 100%

Menentukan Koefisien Garis Air (Cwl)Cwl Cbwl

Menentukan Luas Garis Air (Awl)Awl Lwl B Cwl

0

VII. TABEL GRAFIK A/2T DAN B/2

Station A A/2T B/2 FS B/2 * FS-2 0.000 0.00000 0.000 0.4 0-1 9.068 0.27988 1.837 1.6 2.9392AP 18.365 0.57003 2.799 1.4 3.91861 44.982 1.79613 4.809 4 19.2362 74.306 3.71292 6.508 2 13.0163 101.662 5.59170 7.868 4 31.4724 122.035 7.21536 8.567 2 17.1345 135.012 8.30688 9.088 4 36.3526 141.629 9.01789 9.399 2 18.7987 143.380 9.36801 9.650 4 38.68 143.380 9.49836 9.650 2 19.39 143.380 9.55372 9.650 4 38.6

10 143.380 9.55372 9.650 2 19.311 143.380 9.55372 9.650 4 38.612 143.380 9.50970 9.650 2 19.313 143.380 9.22589 9.650 4 38.614 143.380 8.70851 9.319 2 18.63815 142.324 7.64423 8.585 4 34.3416 137.154 6.23935 7.403 2 14.80617 114.219 4.35277 5.799 4 23.19618 78.041 2.34381 3.668 2 7.33619 38.263 0.79485 1.559 4 6.236FP 0.000 0.00000 0.000 1 0

S 459.718

VII.1== x ### x ###= ###

VII.2 Koreksi Luas Garis Air = [(Awlsimp - Awl)/Awl] x 100%= [( ### - ### )/ ### ] x 100%= -9.3374 % ≤ 0.1%

Menentukan Luas Garis Air Simpson (Awlsimp)Awlsimp 2 ⅓ S h

2 x ⅓ meter2

Awl

VIII. TABEL SETENGAH LUASAN TIAP STATION BERDASARKAN AUTO CADD

Station A A/2-2 0.000 0.00000-1 4.030 2.01500AP 9.073 4.536001 30.175 15.080002 62.545 31.270003 94.613 47.300004 121.890 60.940005 140.228 70.120006 152.773 76.380007 158.223 79.110008 160.413 80.206009 160.413 80.2060010 160.413 80.2060011 160.413 80.2060012 160.435 80.1170013 155.835 77.9170014 146.975 73.4870015 129.095 64.5400016 105.325 52.6600017 73.463 36.7310018 39.880 19.9400019 13.018 6.50900FP 0.000 0.00000

A Station CSALE0.000 0 0,0

11.470 6.055 6.055,11.47046422.941 12.11 12.11,22.94092835.293 18.165 18.165,35.293470681645.440 24.22 24.22,45.44024313652.058 30.275 30.275,52.058127340856.029 36.33 36.33,56.028628454457.352 42.385 42.385,57.3523257.352 48.44 48.44,57.3523257.352 54.495 54.495,57.3523257.352 60.55 60.55,57.3523257.352 66.605 66.605,57.3523257.352 72.66 72.66,57.3523257.352 78.715 78.715,57.3523257.352 84.77 84.77,57.3523257.352 90.825 90.825,57.3523256.029 96.88 96.88,56.028628454448.749 102.935 102.935,48.74947234.956 108.99 108.99,34.9562390418.760 115.045 115.045,18.7599438720.000 121.1 121.1,0

A Station0.0003.6277.346

17.99329.72340.66548.81454.00556.65257.35257.35257.35257.35257.35257.35257.35257.35256.93054.86245.68831.21615.3050.000

I. UKURAN UTAMA KAPALLpp 89.95 meter h =B 17.2 meterH 7.85 meterT 5.5 meter

Vs 12 knot6.168 m/s

II. Froude Number (Fn)Fn = Vs /((g. L)^0,5)

= 0.21

III. Coefisien Blok (Cb)Cb = - 4,22 + 27,8 (Fn)^0,5 - 39,1*Fn + 46,6*Fn^3

= 0.75

IV. Coefisien Midship (Cm)Cm = 1/(1 + (1 - Cb)^3,5)

= 0.992

V. Coefisien Perismatik (Cp)Cp = Cb/Cm

= 0.76

No StationNo Station

Fs % SA x Fs Fm A X Fm

0 20 0 0 1 0 -12 00.5 19.5 3.7 87.69 4 350.76 -11 -3858.361 19 7.5 177.75 2 355.5 -10 -3555

1.5 18.5 16.8 398.16 4 1592.64 -9 -14333.762 18 23.7 561.69 2 1123.38 -8 -8987.043 17 36.2 857.94 4 3431.76 -7 -24022.324 16 50 1185 2 2370 -6 -142205 15 73.7 1746.69 4 6986.76 -5 -34933.86 14 87.5 2073.75 2 4147.5 -4 -165907 13 96.8 2294.16 4 9176.64 -3 -27529.928 12 98.7 2339.19 2 4678.38 -2 -9356.769 11 100 2370 4 9480 -1 -9480

10 10 100 2370 2 4740 0 011 9 100 2370 4 9480 1 948012 8 100 2370 2 4740 2 948013 7 100 2370 4 9480 3 2844014 6 98.1 2324.97 2 4649.94 4 18599.7615 5 91.8 2175.66 4 8702.64 5 43513.216 4 81.8 1938.66 2 3877.32 6 23263.9217 3 63.7 1509.69 4 6038.76 7 42271.3218 2 41.8 990.66 2 1981.32 8 15850.56

18.5 1.5 30 711 4 2844 9 2559619 1 18.1 428.97 2 857.94 10 8579.4

19.5 0.5 7.5 177.75 4 711 11 782120 0 0 0 1 0 12 0

% Luas Station

Luas Station x Amidship

101796.2 66028.2

V Displacement = Lpp x B x T x Cb6392.906

h = Lpp/204.4975

V Simpson =152609.5

koreksi = (V simpson- V displa)/V displas22.8717

1/3 x h x Σ(Sa X Fs)

1 3 5 7 9 11 13 15 17 19 21 23 250

500

1000

1500

2000

2500

3000


% Luas Station

No Station

No Station

(V simpson- V displa)/V displas

I. UKURAN UTAMA KAPALLpp 90.8 meter h Lpp/20B 15.8 meter 4.54H 7.4 meterT 5.95 meterVs 12.5 knot Type = cointainer ship

6.425 m/s Metode = NSP

II. LWL (Length of Water Line)LWL = Lpp + 4% x Lpp

= 94.432 meter 0.952

III. L DisplacementLdisp = (Lpp + LwL) / 2 h Ldipl/20

= 92.616 meter 4.6308 = 303.78048 feet

IV. Speed Constant = Vs/(L^0,5) = 0.72

dari hasil speed constant tersebut, digunakan sebagai acuan untuk membacagrafik NSP.

V. Koefisien Bentuk Kapal - Cb = 0.68 Cp = Cb/Cm - Cp = 0.695 0.69246 - Cm = 0.982Harga Cb; Cp ; Cm didapatkan dari pembacaan grafik NSP.

VI. Luas Midship Kapal (Am) Lcb displ (%Lcb displ)*LdisplAm = B x T x Cm 0.6854

= 92.31782 m^2

1 2 3 4 5 6 7 8 9 10

11

12

13

14

15

16

17

18

19

20

21

0

20

40

60

80

100

120

% Luas Station


No Station Fm A X FM

-2 0 0.4 0 -8 0-1 4.7526 1.6 7.60416 -4 -30.41664Ap 10.2729 1.4 14.3821 -10 -143.82061 22.5909 4 90.3636 -9 -813.27242 35.6416 2 71.2832 -8 -570.26563 50.2769 4 201.108 -7 -1407.7534 64.2859 2 128.572 -6 -771.43085 75.8338 4 303.335 -5 -1516.6766 84.3036 2 168.607 -4 -674.42887 89.6579 4 358.632 -3 -1075.8958 92.3178 2 184.636 -2 -369.27129 92.3178 4 369.271 -1 -369.2712

10 92.3178 2 184.636 0 011 92.3178 4 369.271 1 369.271212 92.3178 2 184.636 2 369.271213 88.685 4 354.738 3 1064.215214 83.0199 2 166.04 4 664.159215 73.6696 4 294.678 5 1473.39216 60.4128 2 120.826 6 724.953617 44.8173 4 179.269 7 1254.884418 29.121 2 58.242 8 465.93619 14.7848 4 59.1392 9 532.2528Fp 0 1 0 10 0

Σ1 Σ23869.27 -824.1656

d1= lebar station belakang Ap = 1.816 md=lebar station utama = 4.54 m

d1=d1/d= 0.4

%Lcb displ = 0.74%Lcb displ=(%Lcb displ)*Ldispl = 0.68536

V displacement = Lpp x B x T x Cb5804.55

V Simpson =5855.49

Koreksi = [(V simpson- V displa)/V displas x 100%0.00878

Lcb sipm = (Σ2/Σ1)*h-0.967 meter

LCBpp = LCB displ - 1/2(Lwl-Lpp)-1.1306

LCB = [(LCBsimp – LCBpp) / Lpp] x 100%

Luas Station(pembaca

an gbr csa)

Fs Gabung

an

fungsi luas

1/3 x h x Σ1

0.0018

B station

-2 0 0-1 4.7526149 0.8134

Ap 10.272987 1.75821 22.590989 3.86642 35.64169 6.13 50.276986 8.60484 64.285923 11.00245 75.833831 12.97886 84.303698 14.42847 89.658132 15.34488 92.31782 15.89 92.31782 15.8

10 92.31782 15.811 92.31782 15.812 92.31782 15.813 88.684705 15.178214 83.020598 14.208815 73.66962 12.608416 60.413249 10.339617 44.81738 7.670418 29.121014 4.98419 14.784874 2.5304

Fp 0 0

No Station

Luas Station(pembacaan gbr csa)

0.00258031086

No StationFs % SA x Fs Fm A X Fm

0 0 0 1 0 -10 01 15.12 13.95845 4 55.83382 -9 -502.50442 31 28.61852 2 57.23705 -8 -457.89643 48 44.31255 4 177.2502 -7 -1240.7524 64.16 59.23111 2 118.4622 -6 -710.77345 77.86 71.87865 4 287.5146 -5 -1437.5736 88.29 81.5074 2 163.0148 -4 -652.05927 95.86 88.49586 4 353.9834 -3 -1061.958 99 91.39464 2 182.7893 -2 -365.57869 100 92.31782 4 369.2713 -1 -369.2713

10 100 92.31782 2 184.6356 0 011 100 92.31782 4 369.2713 1 369.271312 100 92.31782 2 184.6356 2 369.271313 97.78 90.26836 4 361.0735 3 1083.2214 93.21 86.04944 2 172.0989 4 688.395515 85 78.47015 4 313.8806 5 1569.40316 72 66.46883 2 132.9377 6 797.62617 55.6 51.32871 4 205.3148 7 1437.20418 36.75 33.9268 2 67.8536 8 542.828819 18.25 16.848 4 67.39201 9 606.528120 0 0 1 0 10 0

Σ1 Σ2%Lcb displ 0.74% 3824.45 665.3899Lcb displ (%Lcb displ)*Ldispl

0.685358

V displacement = Ldisp x B x T x Cb5920.645

V Simpson =5903.422

Koreksi = [(V simpson- V displa)/V displas-0.002909

Lcb sipm = (Σ2/Σ1)*h0.805681 meter

LCBpp = LCB displ - 1/2(Lwl-Lpp)-1.130642

LCB [(LCBsimp – LCBpp) / Lpp] x 100%0.021325

% Luas Station


1/3 x h x Σ1

-2 -1 Ap 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Fp0

10

20

30

40

50

60

70

80

90

100Luas Station(pembacaan gbr csa)


B/2 A/2T Fs B x Fs

0 0 0.4 00.4067 0.399379 1.6 1.301440.8791 0.863276 1.4 2.461481.9332 1.898402 4 15.4656

3.05 2.9951 2 12.24.3024 4.224957 4 34.41925.5012 5.402178 2 22.00486.4894 6.372591 4 51.91527.2142 7.084344 2 28.85687.6724 7.534297 4 61.3792

7.9 7.7578 2 31.67.9 7.7578 4 63.27.9 7.7578 2 31.67.9 7.7578 4 63.27.9 7.7578 2 31.6

7.5891 7.452496 4 60.71287.1044 6.976521 2 28.41766.3042 6.190724 4 50.43365.1698 5.076744 2 20.67923.8352 3.766166 4 30.6816

2.492 2.447144 2 9.9681.2652 1.242426 4 10.1216

0 0 1 0

[(LCBsimp – LCBpp) / Lpp] x 100%

No Station B station B/2 A/2T Fs B X Fs

-2 0 0 0 0 0.4 0-1 4.7526 0.813397 0.406699 0.399378 1.6 1.301436Ap 10.2729 1.758185 0.879093 0.863269 1.4 2.4614591 22.5909 3.866385 1.933192 1.898395 4 15.465542 35.6416 6.099985 3.049992 2.995092 2 12.199973 50.2769 8.604785 4.302393 4.22495 4 34.419144 64.2859 11.0024 5.501198 5.402176 2 22.004795 75.8338 12.97879 6.489397 6.372588 4 51.915186 84.3036 14.42838 7.214192 7.084336 2 28.856777 89.6579 15.34476 7.67238 7.534277 4 61.379048 92.3178 15.8 7.899998 7.757798 2 31.599999 92.3178 15.8 7.899998 7.757798 4 63.1999910 92.3178 15.8 7.899998 7.757798 2 31.5999911 92.3178 15.8 7.899998 7.757798 4 63.1999912 92.3178 15.8 7.899998 7.757798 2 31.5999913 88.685 15.17818 7.589091 7.452487 4 60.7127314 83.0199 14.20868 7.10434 6.976462 2 28.4173615 73.6696 12.6084 6.304198 6.190723 4 50.4335916 60.4128 10.33952 5.169762 5.076706 2 20.6790517 44.8173 7.670386 3.835193 3.76616 4 30.6815518 29.121 4.983998 2.491999 2.447143 2 9.96799519 14.7848 2.530387 1.265194 1.24242 4 10.12155Fp 0 0 0 0 1 0

∑662.2171

koreksi luasan garis airCwpp =

0.799621cwl =(Cwpp x Lwl)/Lpp

0.831606 Awl teori=Lwl x B x Cwl

1240.777

1002.155

koreksi =(Awl teori - Awl simpson)/Awl simpson x 100%0.238109


Awl simpson=(1/3) x h x ∑

-2 -1 Ap 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Fp0

10

20

30

40

50

60

70

80

90

100Luas Station(pembacaan gbr csa)


√Cb - 0.025

3853.9 285.5206

No Station Fs % SA x Fs Fm A X Fm

0 0 01 0 -10 0

1 15.12 0 4 0 -9 02 31 0 2 0 -8 03 48 0 4 0 -7 04 64.16 0 2 0 -6 05 77.86 0 4 0 -5 06 88.29 0 2 0 -4 07 95.86 0 4 0 -3 08 99 0 2 0 -2 09 100 0 4 0 -1 0

10 100 0 2 0 0 011 100 0 4 0 1 012 100 0 2 0 2 013 97.78 0 4 0 3 014 93.21 0 2 0 4 015 85 0 4 0 5 016 72 0 2 0 6 017 55.6 0 4 0 7 018 36.75 0 2 0 8 019 18.25 0 4 0 9 020 0 0 1 0 10 0

Σ1 Σ20 0

% Luas Station


1 3 5 7 9 11 13 15 17 19 210

50

100

150

200

250


% Luas Station

No Station

No Station-2 0.00 0-1 4.33 3.99440 8.65 7.98881 21.47 19.81852 37.80 34.89613 54.46 50.27664 69.64 64.2865 82.14 75.83416 91.32 84.30557 97.12 89.65798 99.40 91.76399 100.00 92.3178

10 100.00 92.317811 100.00 92.317812 99.11 91.497513 96.06 88.68514 89.93 83.019915 79.80 73.669616 65.44 60.412817 48.06 44.367918 29.35 27.0952

% Luas Station


1 3 5 7 9 11 13 15 17 19 210

50

100

150

200

250


% Luas Station

No Station

19 13.04 12.034320 0.00 0

No Station No Station0 0.00 0 0 0 01 15.12 13.9561 1 16.33 15.07552 31.00 28.6185 2 33.98 31.36963 48.00 44.3126 3 51.33 47.386744 64.16 59.227 4 66.98 61.834485 77.86 71.881 5 80.21 74.048126 88.29 81.509 6 88.98 82.14447 95.86 88.5 7 95.01 87.711168 99.00 91.3946 8 99.6 91.948559 100.00 92.3178 9 100 92.31782

10 100.00 92.3178 10 100 92.3178211 100.00 92.3178 11 100 92.3178212 100.00 92.3178 12 100 92.3178213 97.78 90.2671 13 99.1 91.4869614 93.21 86.0531 14 95 87.7019315 85.00 78.470 15 86.9 80.2241916 72.00 66.4688 16 75 69.2383617 55.60 51.3287 17 55.6 51.3287118 36.75 33.9267 18 33 30.4648819 18.25 16.848 19 12.9 11.90920 0 0 20 0 0

% Luas Station


% Luas Station


1 3 5 7 9 11 13 15 17 19 210

50

100

150

200

250


% Luas Station

No Station

1 3 5 7 9 11 13 15 17 19 210

50

100

150

200

250


% Luas Station

No Station

No Station-2-1Ap123456789

10111213141516171819Fp

Fs % SA x Fs Fm A X Fm

1 0 -10 04 60.302 -9 -542.7182 62.73919 -8 -501.91354 189.5469 -7 -1326.8292 123.669 -6 -742.01374 296.1925 -5 -1480.9622 164.2888 -4 -657.15524 350.8446 -3 -1052.5342 183.8971 -2 -367.79424 369.2713 -1 -369.27132 184.6356 0 04 369.2713 1 369.27132 184.6356 2 369.27134 365.9478 3 1097.8442 175.4039 4 701.61544 320.8967 5 1604.4842 138.4767 6 830.86044 205.3148 7 1437.2042 60.92976 8 487.43814 47.636 9 428.7241 0 10 0

Σ1 Σ2

Fs A x Fs N N x A x Fs

-2 0.4 0 -10.8 0-1 1.6 0 -10.4 0

Ap 1.4 0 -10 01 4 0 -9 02 2 0 -8 03 4 0 -7 04 2 0 -6 05 4 0 -5 06 2 0 -4 07 4 0 -3 0

No Station

Luas station

8 2 0 -2 09 4 0 -1 0

10 2 0 0 011 4 0 1 012 2 0 2 013 4 0 3 014 2 0 4 015 4 0 5 016 2 0 6 017 4 0 7 018 2 0 8 019 4 0 9 0

Fp 1 0 10 0Σ1 Σ2

0 m^2 0 m^2h = Lpp/20 = 4.54 mh' = (LWL-Lpp)/2 = 1.816 mVolume dan LCB simpson 5932.595

Jarak staton (h)h = Lpp/20 -0.848163 = 4.54 m

Volume simpsomV simp = 1/3 x Σ1 x h = 0 m^3

LCB simpsonLCB simp =(Σ2/Σ1) x h = #DIV/0! m

Koreksi Volume dan LCBKoreksi VolumeVol =((Vsimp-Vdisp)/Vdisp) x 100% = ### %

koreksi volum harus dibawah 0.5%

Koreksi LCBLcb = (LCBsimp - LCBpp)/Lpp x 100% = #DIV/0! %

koreksi Lcb harus dibawah 0.1%

Fs Pengali % SA x Fs Fm

0.00 0 1 0.4 0.4 0.4 0 -84.33 3.9944 4 0.4 1.6 1.6 6.39104 -4

10.39 9.5888 1 1 0.4 0.4 1.4 13.42432 -1021.47 19.8185 4 4 79.274 -937.80 34.8961 2 2 69.7922 -854.46 50.2766 4 4 201.1064 -769.64 64.286 2 2 128.572 -682.14 75.8341 4 4 303.3364 -591.32 84.3055 2 2 168.611 -497.12 89.6579 4 4 358.6316 -399.40 91.7639 2 2 183.5278 -2

100.00 92.3178 4 4 369.2712 -1100.00 92.3178 2 2 184.6356 0100.00 92.3178 4 4 369.2712 1

99.11 91.4975 2 2 182.995 296.06 88.685 4 4 354.7384 389.93 83.0199 2 2 166.0398 479.80 73.6696 4 4 294.6784 565.44 60.4128 2 2 120.8256 648.06 44.3679 4 4 177.4716 729.35 27.0952 2 2 54.1904 813.90 12.8343 4 4 51.3372 9

0.00 0 1 1 0 10

Σ2

Σ1 3838.121

% Luas Station


Fs Gabungan

A X Fm

0-25.56416-134.2432-713.466

-558.3376-1407.745-771.432

-1516.682-674.444

-1075.895-367.0556-369.2712

0369.2712

365.991064.215664.15921473.392724.95361242.301433.5232462.0348

0

-814.295

CSA awal

I. UKURAN UTAMA KAPAL Menghitung Persentase Luas Tiap Station Terhadap Luas MidshipLpp 90.8 meterB 15.8 meter

Fs A x FsH 7.4 meterT 5.95 meter Ap 0 0 1 0Vs 12.8 knot 1 12.72 11.75598 4 47.02391

6.5792 m/s 2 27.9 25.78551 2 51.57103Cbpp 0.695 3 45.23 43.3995 4 173.598type Cointainer ship 4 63.2 62.4142 2 124.8284metode NSP 5 80.39 78.6281 4 314.5124

6 92.24 87.7786 2 175.55727 97.8 91.7169 4 366.8676

II. LWL (Length of Water Line) 8 99.6 92.05152 2 184.103LWL = Lpp + 4% x Lpp 9 100 92.4212 4 369.6848

= 94.432 meter 10 100 92.4212 2 184.842411 100 92.4212 4 369.6848

III. L Displacement 12 100 92.4212 2 184.8424Ldisp = (Lpp + LwL) / 2 13 99.1 91.58941 4 366.3576

= 92.616 meter 14 92.79 90.0432 2 180.0864 = 303.78048 feet 15 86.9 83.8392 4 335.3568

16 72.78 71.1358 2 142.2716IV. Volume Displacement 17 51.73 53.1467 4 212.5868

V disp = Lpp x B X T Cbpp 18 32.15 29.71342 2 59.42683 = 5932.5951 m^3 19 14.34 13.2532 4 53.0128

Fp 0 0 1 0V. Radius Bilga( R ) Σ1

R = (0.16)*T 3896.215 = 0.952 m

Volume dan LCB simpsonVI. Luasan Penampang Melintang Tengah Kapal Jarak station (h)

h = 92.4212 m^2 =

VII. koefision Midship (Cm) Volume simpsom Cm = Am/(B x T) V simp = 1/3 x Σ1 x h = 0.983 =

VIII. koefision blok (Cb) LCB simpsonCb disp = Vdisp / (Ldisp x B x T) LCB simp =(Σ2/Σ1) x h = 0.681 =

Cb wl = Cbpp *(Lpp / Lwl) Koreksi Volume dan LCB = 0.668 Koreksi Volume

Vol =((Vsimp-Vdisp)/Vdisp) x 100%IX. Koefision Prismatik (Cp pp) = -0.61227

Cp = Cb / Cm koreksi volum harus dibawah 0.5% = 0.707

Koreksi LCBHarga e= 1.045% Lcb = (Lcbsimp - Lcbdisp)/Ldisp x 100%

= -0.25370X. LCB displacement (LCBdisp) koreksi Lcb harus dibawah 0.1%

LCBdisp = e x Ldisp = 0.968 m

di depan midship displ

No Station

% A station

Luas station x

A midship

A midship = (B-T)-2(R^2-(∏R^2)/4)

1 3 5 7 9 11 13 15 17 19 210

20

40

60

80

100

120

No Station

% A station

Luas station x A midship

XI. LCB Perpendicular (LCB pp)LCBpp = LCBdisp - (Lwl-Lpp)/2 = -0.848163

di belakang midship perpendicular

XII. FN = VS/(g x L)^(0.5) = 0.2204427

XII. Speed Constant = Vs/(L^0,5)

= 0.734

1.2469

1 3 5 7 9 11 13 15 17 19 210

20

40

60

80

100

120

No Station

% A station


Menghitung Persentase Luas Tiap Station Terhadap Luas Midship Menghitung Persentase Luas Tiap Station Terhadap Luas Midship

N N x A x Fs

-10 0 27.0765 0.005 -2 0.0000-9 -423.21516 21.3372 0.0039402 -1 3.0579-8 -412.56824 0.984 Ap 7.8504-7 -1215.186 1 19.8541-6 -748.9704 20.1068 0.05 2 35.4119-5 -1572.562 2.5385 0.0063125 3 51.9670-4 -702.2288 0.706 4 69.0907-3 -1100.6028 5 81.6696-2 -368.20606 20.7565 0.05 6 89.3568-1 -369.6848 7.28 0.0175367 7 92.42970 0 0.718 8 92.42121 369.6848 9 92.42122 369.6848 10 92.42123 1099.07291 11 92.42124 720.3456 493.3333 66.66667 12 91.58945 1676.784 13 92.25466 853.6296 396.6667 14 85.24827 1488.1076 26.66667 15 76.29358 475.414653 0.663462 16 61.63149 477.115203 17 42.6086

10 0 18 26.0337Σ2 19 12.8072

m^2 616.614909 m^2 Fp 0.0000

pakai L dispJarak station (h) h =

Ldisp/20 Volume disp = Ldisp x B x T x Cbpp =4.6308 m = 6051.247 h' =

=Volume simpsom Volume dan LCB simpsonV simp = 1/3 x Σ1 x h

6014.197 m^3

LCB simp =(Σ2/Σ1) x h0.73287 m 0.7210866

0.743252Vol =((Vsimp-Vdisp)/Vdisp) x 100%

%koreksi volum harus dibawah 0.5%

Koreksi Volume dan LCB

Lcb = (Lcbsimp - Lcbdisp)/Ldisp x 100%%

koreksi Lcb harus dibawah 0.1%

No Station

Luas station

1 3 5 7 9 11 13 15 17 19 210

20

40

60

80

100

120

No Station

% A station


1 3 5 7 9 11 13 15 17 19 210

20

40

60

80

100

120

No Station

% A station


-2 -1 Ap

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Fp0.0000

10.000020.000030.000040.000050.000060.000070.000080.000090.0000

100.0000Luas station

Luas station

CSA sebenarnya

Menghitung Persentase Luas Tiap Station Terhadap Luas Midship

Fs A x Fs N N x A x Fs -20.4 0 -10.8 0 -11.6 4.89259 -10.4 -50.88294 Ap1.4 10.99055 -10 -109.9055 1

4 79.41652 -9 -714.7487 22 70.82388 -8 -566.591 34 207.8679 -7 -1455.075 42 138.1814 -6 -829.0885 54 326.6783 -5 -1633.391 62 178.7135 -4 -714.8541 74 369.7189 -3 -1109.157 82 184.8424 -2 -369.6848 94 369.6848 -1 -369.6848 102 184.8424 0 0 114 369.6848 1 369.6848 122 183.1788 2 366.3576 134 369.0185 3 1107.056 142 170.4965 4 681.986 154 305.174 5 1525.87 162 123.2628 6 739.5768 174 170.4344 7 1193.041 182 52.06742 8 416.5394 194 51.22871 9 461.0584 Fp1 0 10 0

Σ1 Σ23921.199 m^2 -1061.894 m^2

Lpp/204.54 m

(LWL-Lpp)/21.816 m

Volume dan LCB simpsonJarak staton (h)h = Lpp/20 = 4.54 m

Volume simpsomV simp = 1/3 x Σ1 x h = 5934.081 m^3

LCB simpsonLCB simp =(Σ2/Σ1) x h = -1.229471 m

Koreksi Volume dan LCBKoreksi VolumeVol =((Vsimp-Vdisp)/Vdisp) x 100% = 0.02505 %


Koreksi LCBLcb = (LCBsimp - LCBpp)/Lpp x 100%

No Statio

n

= -0.41994 %koreksi Lcb harus dibawah 0.1%

-2 -1 Ap

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Fp0.0000

10.000020.000030.000040.000050.000060.000070.000080.000090.0000

100.0000Luas station

Luas station

B/2 dan A/2T

B station B/2 A/(2T) Fs B x Fs

0 0 0 0 0.4 03.0578691 0.522762 0.261381 0.256964 1.6 0.83642

7.850396 1.342076 0.671038 0.659697 1.4 1.87890619.854131 3.394192 1.697096 1.668414 4 13.5767735.411939 6.053899 3.02695 2.975793 2 12.107851.966975 8.884089 4.442045 4.366973 4 35.5363669.090706 11.8115 5.905751 5.805942 2 23.62381.669565 13.96194 6.980969 6.862989 4 55.8477589.356759 15.27611 7.638057 7.508971 2 30.5522392.429729 15.80146 7.900729 7.767204 4 63.20583

92.4212 15.8 7.9 7.766487 2 31.692.4212 15.8 7.9 7.766487 4 63.292.4212 15.8 7.9 7.766487 2 31.692.4212 15.8 7.9 7.766487 4 63.2

91.589409 15.6578 7.8289 7.696589 2 31.315692.254627 15.77152 7.885762 7.75249 4 63.0860985.248246 14.57374 7.286869 7.163718 2 29.1474776.293495 13.04286 6.521432 6.411218 4 52.1714661.631402 10.53629 5.268143 5.179109 2 21.0725742.524115 7.269772 3.634886 3.573455 4 29.0790926.033712 4.450631 2.225315 2.187707 2 8.90126212.807178 2.18947 1.094735 1.076233 4 8.757878

0 0 0 0 1 0Σ670.2965 m

Luas station

B/2 dan A/2T modifikasi

B station B/2 A/(2T) Fs B x Fs

-2 0 0 0 0 0.4 0 Cp-1 3.0578691 7.130376 3.565188 0.256963786 1.6 11.4086 AE

Ap 7.850396 9.203 4.6015 0.659697145 1.4 12.88421 19.854131 11.3594 5.6797 1.668414381 4 45.4376 Cp =2 35.411939 12.7628 6.3814 2.975793182 2 25.5256 AE =3 51.966975 13.7696 6.8848 4.366972721 4 55.07844 69.090706 14.7258 7.3629 5.805941699 2 29.45165 81.669565 15.2048 7.6024 6.862988639 4 60.81926 89.356759 15.8 7.9 7.50897135 2 31.67 92.429729 15.8 7.9 7.767204136 4 63.28 92.4212 15.8 7.9 7.766487395 2 31.69 92.4212 15.8 7.9 7.766487395 4 63.2

10 92.4212 15.8 7.9 7.766487395 2 31.611 92.4212 15.8 7.9 7.766487395 4 63.212 91.589409 15.8 7.9 7.696589008 2 31.613 92.254627 15.8 7.9 7.752489653 4 63.214 85.248246 15.188 7.5940 7.163718144 2 30.37615 76.293495 14.4026 7.2013 6.411218051 4 57.610416 61.631402 12.6822 6.3411 5.179109428 2 25.364417 42.524115 9.7848 4.8924 3.573455 4 39.139218 26.033712 6.6396 3.3198 2.187706854 2 13.279219 12.807178 3.319 1.7467 1.076233423 4 13.276

Fp 0 0 0 0 1 0Σ2 798.8504 m

h=Lpp/20 4.54

koreksi luasan garis airCwl = 0.248 + (0.778 x Cbwl) = = 0.76791Awl teori = Cwl x B x Lwl

= 1145.747Awl simpson = (1/3) x Σ x h

= 1208.927

koreksi Awl = (Awl simpson - Awl teori)/Awl teori x 100% = 0.055143 %


Cwpp =0.808667

cwl =(Cwpp x Lwl)/Lpp0.841013

Awl teori=Lwl x B x Cwl1254.813

1208.927

No Station

Luas Station

Awl simpson=(1/3) x h x ∑

√Cb - 0.025

koreksi =(Awl teori - Awl simpson)/Awl simpson x 100%100.00%

Sudut Masuk = 19 derajat0.55 0.6 0.65 0.7 0.75 0.8 0.85

8 9 9 _ 10 10_19 21 _ 23 33 37

0.68418 derajat

D = diameter propeler =0.6 x T = 3.57

a = 0.33 x T = 1.9635

b = 0.35 x T = 2.0825

e = 0.12 x T = 0.714

Geladak Utama center of side lineLpp = 90.8 m station B station tinggi (m)

Lokasi Formula-2 0 -1 7.130376 0.143

Ap 25 x (lpp/3 + 10) 1006.67 ap 9.203 0.1841/6 dari Ap 11.1 x (lpp/3 + 10) 446.96 1 11.3594 0.2271/3 dari Ap 2.8 x (lpp/3 + 10) 112.75 2 12.7628 0.255

0 0 0 3 13.7696 0.2751/3 dari Fp 5.6 x (lpp/3 + 10) 225.49 4 14.7258 0.2951/6 dari Fp 22.2 x (lpp/3 + 10) 893.92 5 15.2048 0.304

Fp 50 x (lpp/3 + 10) 2013.33 6 15.8 0.3167 15.8 0.3168 15.8 0.3169 15.8 0.316

10 15.8 0.31611 15.8 0.31612 15.8 0.316

13 15.8 0.31614 15.188 0.30415 14.4026 0.28816 12.6822 0.25417 9.7848 0.19618 6.6396 0.13319 3.319 0.066

fp 0 0.000

Sheer standard(mm)

Fs Hasil Fs Hasil

1006.67 1 1006.667 0 1 0446.96 4 1787.84 0 4 0112.75 2 225.4933 0 2 0

0.00 4 0 0 4 0225.49 2 450.9867 0 2 0893.92 4 3575.68 0 4 0

2013.33 1 2013.333 0 1 0

Σ2 9060 Σ2 0

Sheer standard(mm)

sheer aktual

LUASAN BODY PLAN ANTARA WL PER WL (MM^2) SAMPAI H

STATION WL 0 - 0,5 WL 0,5 - 1 WL 1 - 2 WL 2 - 3 WL 3 - 4 WL 4 - 5

-2 0 0 0 0 0 0-1 0 0 0 0 6145.04 439394.56

Ap 0 0 0 0 198162.17 1782547.811 478682.39 616594.46 1458066.33 1705185.36 2392060.67 4721332.292 1189780.98 1455682.37 3355090.83 4202841.24 5785142.76 8450487.523 2228192.19 2690859.47 6359419.90 7789532.67 9369473.56 11183282.094 3641826.65 4320349.04 9989769.16 11375501.92 12558584.24 13563324.735 5103017.91 5829849.24 12921566.96 13991812.70 14571792.15 14894898.096 6094772.58 6780361.62 14659497.12 15377938.35 15648813.15 15785376.257 6972846.70 7469064.34 15578032.28 15799785.90 15800000.00 15800000.008 7544531.29 7866473.63 15800000.00 15799785.90 15800000.00 15800000.009 7544531.29 7866473.63 15800000.00 15799785.90 15800000.00 15800000.00

10 7544531.29 7866473.63 15800000.00 15799785.90 15800000.00 15800000.0011 7544531.29 7866473.63 15800000.00 15799785.90 15800000.00 15800000.0012 7544531.29 7866473.63 15800000.00 15799785.90 15800000.00 15800000.0013 7027967.97 7545266.25 15489055.00 15634222.39 15748115.26 15800000.0014 5820513.80 6587131.03 14036569.91 14583825.82 14850121.23 15003486.8415 4285942.76 5281122.68 12103285.43 13184500.74 13738106.78 14096782.1116 2833142.43 3842422.90 9187799.29 10493840.79 11383264.60 12025599.1717 1592714.72 2244860.43 5780301.39 7053973.77 8058396.51 8857072.3518 725339.05 1170798.57 3262302.70 4180221.08 4950916.20 5701123.7919 300392.25 596581.56 1633977.87 2022565.77 2387682.57 2792584.06

Fp 0.00 0.00 0.00 0.00 0.00 0.00

LUASAN BODY PLAN ANTARA WL PER WL (MM^2) SAMPAI H

WL 5 - T WL T - 6 WL 6 - 7 WL 7 - 7,4 STATION

0 63600.25 8165560.74 4418930.95 -22612329.45 377907.81 10429892.03 4872515.12 -15869686.04 467489.71 11240863.47 5076090.91 Ap8482209.63 572331.35 12582470.31 5414216.26 1

10972913.17 640556.52 13545687.15 5677016.64 212346215.50 690580.32 14307634.09 5891371.93 313641350.48 737054.63 14981393.48 6076826.97 414356627.75 760516.63 15320761.68 6177631.88 515010000.00 790000.00 15800000.00 6320000.00 615010000.00 790000.00 15800000.00 6320000.00 715010000.00 790000.00 15800000.00 6320000.00 815010000.00 790000.00 15800000.00 6320000.00 915010000.00 790000.00 15800000.00 6320000.00 1015010000.00 790000.00 15800000.00 6320000.00 1115010000.00 790000.00 15800000.00 6320000.00 1215010000.00 790000.00 15800000.00 6320000.00 1314366597.28 759588.97 15249638.68 6124313.48 1413603754.31 720330.53 14481777.87 5829790.06 1511865333.01 634626.54 12895389.38 5257200.60 16

9021285.33 489917.45 10069719.67 4164692.05 176043010.17 332720.66 6963982.74 2949992.71 183073393.65 175287.67 3792747.81 1688959.61 19

0.00 413.81 170832.31 167271.60 Fp

LUASAN BODY PLAN PER WL (MM^2) SAMPAI H

WL 0,5 WL 1 WL 2 WL 3 WL 4 WL 5 WL 5,95

0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 6145.04 445539.60 3057869.050.00 0.00 0.00 0.00 198162.17 1980709.98 7850396.02

478682.39 1095276.85 2553343.18 4258528.54 6650589.21 11371921.50 19854131.131189780.98 2645463.35 6000554.18 10203395.42 15988538.18 24439025.70 35411938.872228192.19 4919051.66 11278471.56 19068004.23 28437477.79 39620759.88 51966975.383641826.65 7962175.69 17951944.85 29327446.77 41886031.01 55449355.74 69090706.225103017.91 10932867.15 23854434.11 37846246.81 52418038.96 67312937.05 81669564.806094772.58 12875134.20 27534631.32 42912569.67 58561382.82 74346759.07 89356759.076972846.70 14441911.04 30019943.32 45819729.22 61619729.22 77419729.22 92429729.227544531.29 15411004.92 31211004.92 47010790.82 62810790.82 78610790.82 93620790.827544531.29 15411004.92 31211004.92 47010790.82 62810790.82 78610790.82 93620790.827544531.29 15411004.92 31211004.92 47010790.82 62810790.82 78610790.82 93620790.827544531.29 15411004.92 31211004.92 47010790.82 62810790.82 78610790.82 93620790.827544531.29 15411004.92 31211004.92 47010790.82 62810790.82 78610790.82 93620790.827027967.97 14573234.22 30062289.22 45696511.61 61444626.87 77244626.87 92254626.875820513.80 12407644.83 26444214.74 41028040.56 55878161.79 70881648.63 85248245.914285942.76 9567065.44 21670350.87 34854851.61 48592958.39 62689740.50 76293494.812833142.43 6675565.33 15863364.62 26357205.41 37740470.01 49766069.18 61631402.191592714.72 3837575.15 9617876.54 16671850.31 24730246.82 33587319.17 42608604.50

725339.05 1896137.62 5158440.32 9338661.40 14289577.60 19990701.39 26033711.56300392.25 896973.81 2530951.68 4553517.45 6941200.02 9733784.08 12807177.73

0.00 0.00 0.00 0.00 0.00 0.00 0.00

WL 6 WL 7 WL 7,4 STATION WL 0,5

63600.25 8229160.99 12648091.94 -2 03435776.86 13865668.89 18738184.01 -1 08317885.73 19558749.20 24634840.11 Ap 0

20426462.48 33008932.79 38423149.05 1 0.47868236052495.39 49598182.54 55275199.18 2 1.18978152657555.70 66965189.79 72856561.72 3 2.22819269827760.85 84809154.33 90885981.30 4 3.64182782430081.43 97750843.11 103928474.99 5 5.10301890146759.07 ### 112266759.07 6 6.09477393219729.22 ### 115339729.22 7 6.97284794410790.82 ### 116530790.82 8 7.54453194410790.82 ### 116530790.82 9 7.54453194410790.82 ### 116530790.82 10 7.54453194410790.82 ### 116530790.82 11 7.54453194410790.82 ### 116530790.82 12 7.54453193044626.87 ### 115164626.87 13 7.02796886007834.88 ### 107381787.04 14 5.82051477013825.34 91495603.21 97325393.27 15 4.28594362266028.73 75161418.11 80418618.71 16 2.83314243098521.95 53168241.62 57332933.67 17 1.59271526366432.22 33330414.96 36280407.67 18 0.72533912982465.40 16775213.21 18464172.82 19 0.300392

170832.31 338103.91 Fp 0

238

LUASAN BODY PLAN PER WL (M^2) SAMPAI H

WL 1 WL 2 WL 3 WL 4 WL 5 WL 5,95 WL 6 WL 7

0 0 0 0 0 0 0.063600 8.2291610 0 0 0.006145 0.445540 3.057869 3.435777 13.8656690 0 0 0.198162 1.980710 7.850396 8.317886 19.558749

1.095277 2.553343 4.258529 6.650589 11.371922 19.854131 20.426462 33.0089332.645463 6.000554 10.203395 15.988538 24.439026 35.411939 36.052495 49.5981834.919052 11.278472 19.068004 28.437478 39.620760 51.966975 52.657556 66.9651907.962176 17.951945 29.327447 41.886031 55.449356 69.090706 69.827761 84.809154

10.932867 23.854434 37.846247 52.418039 67.312937 81.669565 82.430081 97.75084312.875134 27.534631 42.912570 58.561383 74.346759 89.356759 90.146759 105.94675914.441911 30.019943 45.819729 61.619729 77.419729 92.429729 93.219729 109.01972915.411005 31.211005 47.010791 62.810791 78.610791 93.620791 94.410791 110.21079115.411005 31.211005 47.010791 62.810791 78.610791 93.620791 94.410791 110.21079115.411005 31.211005 47.010791 62.810791 78.610791 93.620791 94.410791 110.21079115.411005 31.211005 47.010791 62.810791 78.610791 93.620791 94.410791 110.21079115.411005 31.211005 47.010791 62.810791 78.610791 93.620791 94.410791 110.21079114.573234 30.062289 45.696512 61.444627 77.244627 92.254627 93.044627 108.84462712.407645 26.444215 41.028041 55.878162 70.881649 85.248246 86.007835 101.257474

9.567065 21.670351 34.854852 48.592958 62.689741 76.293495 77.013825 91.4956036.675565 15.863365 26.357205 37.740470 49.766069 61.631402 62.266029 75.1614183.837575 9.617877 16.671850 24.730247 33.587319 42.608605 43.098522 53.1682421.896138 5.158440 9.338661 14.289578 19.990701 26.033712 26.366432 33.3304150.896974 2.530952 4.553517 6.941200 9.733784 12.807178 12.982465 16.775213

0 0 0 0 0 0 0 0.170832

WL 7,4

12.648092 0.00000018.738184 0.25696424.634840 0.65969738.423149 1.66841455.275199 2.97579372.856562 4.36697390.885981 5.805942

103.928475 6.862989112.266759 7.508971115.339729 7.767204116.530791 7.867293116.530791 7.867293116.530791 7.867293116.530791 7.867293116.530791 7.867293115.164627 7.752490107.381787 7.163718

97.325393 6.41121880.418619 5.17910957.332934 3.58055536.280408 2.18770718.464173 1.076233

0.338104 0.000000

perhitungan lines plan

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