water pass

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Laboratorium Ilmu Ukur Tanah LABORATORIUM ILMU UKUR TANAH JURUSAN SIPIL FAKULTAS TEKNIK UNIVERSITAS HASANUDDIN PENGUKURAN MENYIPAT DATAR / WATERPASS SURVEYOR CUACA : CERAH DAERAH : KAMPUS UNHAS TYPE ALAT/NO. : HALAMAN : 1 LOKASI : DEPAN POLITEKNIK TANGGAL : 27 JUNI 2011 JENIS POLIGON : TERBUKA NO. TITIK TINGGI PEMBACAAN MISTAR KET ARAH BELAKANG MUKA / DETAIL TENGAH ATAS TENGAH ATAS BAWAH BAWAH 1 2 3 4 5 6 7 8 9 10 11 12 Bm 2265 2415 30 30 0 2115 P0 1300 P1 855 930 15 15 188 780 a 1225 1230 1.35 1 94 1220 b 1520 1530 2.16 2 94 1510 c 1975 1988 2.65 2.6 94 1962 d 1595 1610 3.07 3 94 1580 1 1385 1400 3.22 3 274 1370 2 1472 1505 6.9 6.6 274 1439 3 1250 1290 8.2 8 274 1210 4 1288 1332 9.14 8.8 274 1244 5 1885 1935 9.65 10 274 1835 6 1320 1370 10.14 10 274 1270 Sketsa : DIPERIKSA : : KELOMPOK IV JARAK (m) BEDA TINGGI (m) JARAK OPTIS (m) TINGGI TITIK (m) STASIUN PATOK PESAWAT (mm)

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Page 1: Water Pass

Laboratorium Ilmu Ukur Tanah

LABORATORIUM ILMU UKUR TANAH

JURUSAN SIPIL

FAKULTAS TEKNIK

UNIVERSITAS HASANUDDIN

PENGUKURAN MENYIPAT DATAR / WATERPASS

SURVEYOR CUACA : CERAH DAERAH : KAMPUS UNHAS

TYPE ALAT/NO.: HALAMAN : 1 LOKASI : DEPAN POLITEKNIK

TANGGAL : 27 JUNI 2011 JENIS POLIGON : TERBUKA

NO. TITIK TINGGI PEMBACAAN MISTAR

KET

AR

AH

BELAKANG MUKA / DETAIL

TENGAHATAS

TENGAHATAS

BAWAH BAWAH

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

Bm 22652415

30 30 02115

P0 1300

P1 855930

15 15 188780

a 12251230

1.35 1 941220

b 15201530

2.16 2 941510

c 19751988

2.65 2.6 941962

d 15951610

3.07 3 941580

1 13851400

3.22 3 2741370

2 14721505

6.9 6.6 2741439

3 12501290

8.2 8 2741210

4 12881332

9.14 8.8 2741244

5 18851935

9.65 10 2741835

6 13201370

10.14 10 2741270

Sketsa : DIPERIKSA :

: KELOMPOK IV

JARAK (m)

BEDA TINGGI

(m)

JARAK OPTIS

(m)

TINGGI TITIK

(m)

ST

AS

IUN

P

AT

OK

PE

SA

WA

T

(mm

)

Page 2: Water Pass

Laboratorium Ilmu Ukur Tanah

LABORATORIUM ILMU UKUR TANAH

JURUSAN SIPIL

FAKULTAS TEKNIK

UNIVERSITAS HASANUDDIN

PENGUKURAN MENYIPAT DATAR / WATERPASS

SURVEYOR CUACA : CERAH DAERAH : KAMPUS UNHAS

TYPE ALAT/NO.: HALAMAN : 2 LOKASI : DEPAN POLITEKNIK

TANGGAL : 27 JUNI 2011 JENIS POLIGON : TERBUKA

NO. TITIK TINGGI PEMBACAAN MISTAR

KET

AR

AH

BELAKANG MUKA / DETAIL

TENGAHATAS

TENGAHATAS

BAWAH BAWAH

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

P0 17451820

15 15 01670

P1 1300

P2 865940

15 15 183790

a 11981205

1.5 1.4 91.51191

b 15151525

2.4 2 91.51505

c 18851900

2.95 3 91.51870

d 15051525

3.4 4 91.51485

1 14351450

3.2 3 271.51420

2 15351565

6.3 6 271.51505

3 12951335

7.8 8 271.51255

4 14061450

8.8 8.8 271.51362

5 19401990

9.5 10 271.51890

6 13651415

9.9 10 271.51315

: KELOMPOK II

JARAK (m)

BEDA TINGGI

(m)

JARAK OPTIS

(m)

TINGGI TITIK

(m)

ST

AS

IUN

P

AT

OK

PE

SA

WA

T

(mm

)

Page 3: Water Pass

LABORATORIUM ILMU UKUR TANAH

JURUSAN SIPIL

FAKULTAS TEKNIK

UNIVERSITAS HASANUDDIN

PENGUKURAN MENYIPAT DATAR / WATERPASS

SURVEYOR CUACA : CERAH DAERAH : KAMPUS UNHAS

TYPE ALAT/NO.: HALAMAN : 3 LOKASI : DEPAN POLITEKNIK

TANGGAL : 27 JUNI 2011 JENIS POLIGON : TERBUKA

NO. TITIK TINGGI PEMBACAAN MISTAR

KET

AR

AH BELAKANG MUKA / DETAIL

TENGAHATAS

TENGAHATAS

BAWAH BAWAH

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

P1 17651840

15 15 01690

P2 1330

P3 875950

15 15 186800

a 12051210

1.56 1 931200

b 14081418

2.2 2 931398

c 18251840

2.7 3 931810

d 19381955

3.3 3.4 931921

1 14651480

3.3 3 2731450

2 15551585

6.6 6 2731525

3 14701510

8 8 2731430

4 14451490

9.2 9 2731400

5 19902040

9.6 10 2731940

6 15101560

10.3 10 2731460

Sketsa : DIPERIKSA :

: KELOMPOK II

JARAK (m)

BEDA TINGGI

(m)

JARAK OPTIS

(m)

TINGGI TITIK

(m)

ST

AS

IUN

P

AT

OK

PE

SA

WA

T

(mm

)

Page 4: Water Pass

LABORATORIUM ILMU UKUR TANAH

JURUSAN SIPIL

FAKULTAS TEKNIK

UNIVERSITAS HASANUDDIN

PENGUKURAN MENYIPAT DATAR / WATERPASS

SURVEYOR CUACA : CERAH DAERAH : KAMPUS UNHAS

TYPE ALAT/NO.: HALAMAN : 4 LOKASI : DEPAN POLITEKNIK

TANGGAL : 27 JUNI 2011 JENIS POLIGON : TERBUKA

NO. TITIK TINGGI PEMBACAAN MISTAR

KET

AR

AH BELAKANG MUKA / DETAIL

TENGAHATAS

TENGAHATAS

BAWAH BAWAH

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

P2 17751850

15 15 01700

P3 1320

P4 865940

15 15 185790

a 13231330

1.4 1.4 92.51316

b 14251435

2.2 2 92.51415

c 18381850

2.6 2.4 92.51826

d 14201435

3.1 3 92.51405

1 14551470

3.1 3 272.51440

2 16401675

6.6 7 272.51605

3 16301670

8.2 8 272.51590

4 16551700

9.3 9 272.51610

5 21902240

9.8 10 272.52140

6 16501700

10.4 10 272.51600

Sketsa : DIPERIKSA :

: KELOMPOK II

JARAK (m)

BEDA TINGGI

(m)

JARAK OPTIS

(m)

TINGGI TITIK

(m)

ST

AS

IUN

P

AT

OK

PE

SA

WA

T

(mm

)

Page 5: Water Pass

LABORATORIUM ILMU UKUR TANAH

JURUSAN SIPIL

FAKULTAS TEKNIK

UNIVERSITAS HASANUDDIN

PENGUKURAN MENYIPAT DATAR / WATERPASS

SURVEYOR CUACA : CERAH DAERAH : KAMPUS UNHAS

TYPE ALAT/NO.: HALAMAN : 5 LOKASI : DEPAN POLITEKNIK

TANGGAL : 27 JUNI 2011 JENIS POLIGON : TERBUKA

NO. TITIK TINGGI PEMBACAAN MISTAR

KET

AR

AH BELAKANG MUKA / DETAIL

TENGAHATAS

TENGAHATAS

BAWAH BAWAH

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

P4 P3 1310 17651840

15 15 01690

a 12501260

1.73 2 91.51240

b 14501460

2.4 2 91.51440

c 18251840

3 3 91.51810

d 14601478

3.4 3.6 91.51442

1 14401455

3 3 271.51425

2 15601595

6.65 7 271.51525

3 15001540

7.9 8 271.51460

4 16501695

9.2 9 271.51605

5 22072255

9.75 9.6 271.52159

6 16201670

10.2 10 271.51570

Sketsa : DIPERIKSA :

: KELOMPOK II

JARAK (m)

BEDA TINGGI

(m)

JARAK OPTIS

(m)

TINGGI TITIK

(m)

ST

AS

IUN

P

AT

OK

PE

SA

WA

T

(mm

)

Page 6: Water Pass

LABORATORIUM ILMU UKUR TANAH

KELOMPOK XXXVI

REKAPITULASI KEMIRINGAN DETAIL

Patok Kemiringan Patok Kemiringan Patok Kemiringan Patok Kemiringan

detail (%) detail (%) detail (%) detail (%)

c c c c

1.80 0.70 -0.50 1.90

b b b b

1.30 0.50 -0.10 2.50

a a a a

-0.50 -0.70 -0.50 5.10

P0 P1 P2 P3

-0.30 0.30 0.70 -1.90

1 1 1 1

1.10 -0.50 -0.30 -0.30

2 2 2 2

0.90 -0.90 -0.90 1.70

3 3 3 3

Patok Kemiringan Patok Kemiringan Patok Kemiringan

detail (%) detail (%) detail (%)

c c c

-2.10 1.10 2.10

b b b

2.10 0.10 3.50

a a a

1.30 2.70 1.70

P4 P5 P6

2.10 0.70 2.50

1 1 1

1.50 1.90 2.10

2 2 2

3.50 -0.10 2.50

3 3 3

Page 7: Water Pass

LABORATORIUM ILMU UKUR TANAH

KELOMPOK XXXVI

REKAPITULASI TINGGI DETAIL REKAPITULASI BEDA TINGGI DETAIL

Patok Tinggi Detail Patok Beda tinggi

detail (m) detail (m)

P0 a -0.025

a 11.265 b 0.040

b 11.330 c 0.130

c 11.420 P0

1 11.305 1 0.015

2 11.250 2 -0.040

3 11.205 3 -0.085

P1 a -0.035

a 10.723 b -0.010

b 10.748 c 0.025

c 10.783 P1

1 10.743 1 -0.015

2 10.768 2 0.010

3 10.813 3 0.055

P2 a -0.025

a 10.222 b -0.030

b 10.217 c -0.055

c 10.192 P2

1 10.212 1 -0.035

2 10.227 2 -0.020

3 10.272 3 0.025

P3 a 0.255

a 9.545 b 0.380

b 9.670 c 0.475

c 9.765 P3

1 9.385 1 0.095

2 9.400 2 0.110

3 9.315 3 0.025

P4 a 0.065

a 9.813 b 0.170

b 9.918 c 0.065

c 9.813 P4

1 9.643 1 -0.105

2 9.568 2 -0.180

3 9.393 3 -0.355

P5 a 0.135

a 10.512 b 0.140

b 10.517 c 0.195

c 10.572 P5

1 10.342 1 -0.035

2 10.247 2 -0.130

3 10.252 3 -0.125

P6 a 0.085

a 10.865 b 0.260

b 11.040 c 0.365

c 11.145 P6

1 10.655 1 -0.125

2 10.550 2 -0.230

3 10.425 3 -0.355

Page 8: Water Pass

LABORATORIUM ILMU UKUR TANAH

KELOMPOK XXXVI

2.10 REKAP PERHITUNGAN

REKAPITULASI JARAK OPTIS DETAIL REKAPITULASI JARAK OPTIS PATOK UTAMA

Patok Jarak Optis Patok Jarak optis

detail (m) Utama (m)

P0 P0 - P1 30

a 5 P1 - P2 30

b 10 P2 - P3 30

c 15 P3 - P4 30

1 5 P4 - P5 30

2 10 P5 - P6 30

3 15

REKAPITULASI TINGGI PATOK UTAMA

P1

a 5 Patok Tinggi Patok

b 10 Utama (m)

c 15 P0 11.29

1 5 P1 10.7583

2 10 P2 10.25

3 15 P3 9.29P4 9.75

P2 P5 10.377a 5 P6 10.78b 10c 15 REKAPITULASI KEMIRINGAN PATOK UTAMA1 52 10 Patok Jarak optis3 15 Utama (m)

P0 - P1 1.772P3 P1 - P2 1.706

a 5 P2 - P3 3.189b 10 P3 - P4 -1.528c 15 P4 - P5 -2.0941 5 P5 - P6 -1.3442 103 15

P4a 5b 10c 151 52 103 15

P5a 5b 10c 151 52 103 15

P6a 5b 10c 151 52 103 15

Page 9: Water Pass

LABORATORIUM UKUR TANAH

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1.2. Perhitungan Profil Memanjang1.2.1. Perhitungan Jarak Optis Patok Utama

D = (Ba - Bb) x 100

Dimana:D = Jarak optis antara patok (mm)Ba = Benang atas (mm)Bb = Benang bawah (mm)

a. Perhitungan Jarak Optis Pergi (D pergi): = ( 930 - 780 ) x 100 = 15000 mm = 15: = ( 940 - 790 ) x 100 = 15000 mm = 15: = ( 950 - 800 ) x 100 = 15000 mm = 15: = ( 940 - 790 ) x 100 = 15000 mm = 15

ΣD = 60

b. Perhitungan Jarak Optis Pulang (D pulang): = ( 1840 - 1690 ) x 100 = 15000 mm = 15: = ( 1850 - 1700 ) x 100 = 15000 mm = 15: = ( 1840 - 1690 ) x 100 = 15000 mm = 15: = ( 1820 - 1670 ) x 100 = 15000 mm = 15

ΣD = 60

c. Perhitungan Jarak Optis Rata-Rata Patok Utama

D rata-rata= 1/2 . (Dpergi + Dpulang)

Dimana:D = Jarak optis rata-rata antara patok (mm)

= Jarak optis antara patok pada pengukuran pergi (mm)

= Jarak optis antara patok pada pengukuran pulang (mm)

= 1/2 ( 15000 + 15000 ) = 15000 = 15.0 m= 1/2 ( 15000 + 15000 ) = 15000 = 15.0 m= 1/2 ( 15000 + 15000 ) = 15000 = 15.0 m= 1/2 ( 15000 + 15000 ) = 15000 = 15.0 m

ΣD = 60.0 m

1.2.2. Perhitungan Beda Tinggi Patok Utamaa. Perhitungan Beda Tinggi Pergi (ΔH Pergi)

Tp - Bt muka

Dimana: = Beda tinggi antara patok utama (mm)Tp = Tinggi pesawat (mm)Btm = Pembacaan benang tengah patok muka (mm)

: = 1300 - 855 = 445 mm = 0.445 m: = 1300 - 865 = 435 mm = 0.435 m: = 1330 - 875 = 455 mm = 0.455 m: = 1320 - 865 = 455 mm = 0.455 m

= 1790 mm = 1.790 m

P0 - P1 D1P1 - P2 D2P2 - P3 D3P3 - P4 D4

P4 - P3 D4P3 - P2 D3P2 - P1 D2P1 - P0 D1

Dpergi

Dpulang

D1D2D3D4

ΔH pergi =

ΔH pergi

P0 - P1 ΔH1P1 - P2 ΔH2P2 - P3 ΔH3P3 - P4 ΔH4

ΔH

Page 10: Water Pass

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document.xls

b. Perhitungan Beda Tinggi Pulang (ΔH Pulang)

Tp - Btb

Dimana: = Beda tinggi antara patok utama (mm)Tp = Tinggi pesawat (mm)Btb = Pembacaan benang tengah patok belakang (mm)

: = 1310 - 1765 = -455.0 mm = -0.455 m: = 1320 - 1775 = -455.0 mm = -0.455 m: = 1330 - 1765 = -435.0 mm = -0.435 m: = 1300 - 1745 = -445.0 mm = -0.445 m

= -1790.0 mm = -1.790 m

c. Perhitungan Beda Tinggi Rata-Rata Patok Utama

Dimana: = Beda tinggi rata-rata antara patok utama (mm)

= Beda tinggi antara patok utama pengukuran pergi (mm)

= Beda tinggi antara patok utama pengukuran pulang (mm)

= 1/2 x ( 445 - -445.0 ) = 445.00 mm = 0.4450 m= 1/2 x ( 435 - -435.0 ) = 435.00 mm = 0.4350 m= 1/2 x ( 455 - -455.0 ) = 455.00 mm = 0.4550 m= 1/2 x ( 455 - -455.0 ) = 455.00 mm = 0.4550 m

= 1790.0 mm = 1.7900 m

1.2.3. Perhitungan Koreksia. Kesalahan (K)

Dimana:K = Kesalahan (mm)

= Jumlah beda tinggi antara patok utama pengukuran pergi (mm)

= Jumlah beda tinggi antara patok utama pengukuran pulang (mm)

K = 1790.0 + -1790.0 = 0.00 mm = 0 m

b. Toleransi Kesalahan (T)

Dimana:T = Toleransi kesalahan (mm)D = Jarak optis rata-rata antara Po - Pn (Km)D = 60 m = 0.0600 Km

T = 10 0.0600 = 2.449489743 mm = 0.0024 m

c. Koreksi per patok (Kr)

Koreksi total = - ( kesalahan )

ΔH pulang =

ΔH pulang

P4 - P3 ΔH4P3 - P2 ΔH3P2 - P1 ΔH2P1 - P0 ΔH1

ΔH

ΔH = 1/2 . (ΔHpergi - ΔHpulang)

ΔH

ΔHpergi

ΔHpulang

ΔH1ΔH2ΔH3ΔH4

ΔH

K = ΣΔHpergi + ΣΔHpulang

ΣΔHpergi

ΣΔHpulang

T=10√ D

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Kr = x Koreksi total

Dimana:D = Jarak optis rata-rata antara patok ( mm )ΣD = Jarak optis rata-rata antara Po - Pn

P0 - P1 Kr =30000

x 0.0 = 0.000 mm = 0.000 m90000

P1 - P2 Kr =30000

x 0.0 = 0.000 mm = 0.000 m90000

P2 - P3 Kr =15000

x 0.0 = 0.000 mm = 0.000 m90000

P3 - P4 Kr =15000

x 0.0 = 0.000 mm = 0.000 m90000

1.2.4. Perhitungan Tinggi Patok Utama

Pengukuran maju : = ΔH +

Pengukuran mundur : = ΔH -

Dimana: = Tinggi titik pada patok n (m)

= Tinggi titik patok sebelum ke-n (m)ΔH = Beda tinggi rata-rata antara patok n-1 dan patok n (m)

= Koreksi per-patok, antar patok n-1 dan patok n (m)

Peil P0 = 12.000

P4 = 13.335 + 0.4550 + 0.000 = 13.79 mP3 = 12.880 + 0.4550 + 0.000 = 13.34 mP2 = 12.445 + 0.4350 + 0.000 = 12.88 mP1 = 12.000 + 0.4450 + 0.000 = 12.445 m

1.5. Perhitungan Persentase Kemiringan Profil Memanjang

Rumus: Q= x 100 %D

Dimana:Q = Prosentase kemiringan profil memanjang (%)

= Tinggi titik pada patok n (m)

= Tinggi titik pada patok sebelum patok n (m)D = Jarak optis rata-rata antara patok n-1 dan patok n (m)

P0 - P1 : Q=12.000 - 12.445

x 100 % = -2.966667 %15

P1 - P2 : Q=12.445 - 12.880

x 100 % = -2.9 %15

P2 - P3 : Q=12.880 - 13.335

x 100 % = -1.516667 %30

P3 - P4 : Q=13.335 - 13.790 x

100 % = -1.516667 %30

Pn Pn-1 + K Per-patok

Pn-1 Pn - K Per-patok

Pn

Pn-1

K Per-patok

Pn-1 - Pn

Pn

Pn-1

D

D

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mmmmm

mmmmm

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1.3. Perhitungan Profil Melintang1.3.1. Perhitungan Jarak Optis Detail

(Ba - Bb) x 100

Dimana:Ba = Benang atas (mm)Bb = Benang bawah (mm)

Untuk Patok P0a = ( 1230 - 1220 ) x 100 = 1000 mm = 1 mb = ( 1530 - 1510 ) x 100 = 2000 mm = 2 mc = ( 1988 - 1962 ) x 100 = 2600 mm = 2.6 md = ( 1610 - 1580 ) x 100 = 3000 mm = 3 m1 = ( 1400 - 1370 ) x 100 = 3000 mm = 3 m2 = ( 1505 - 1439 ) x 100 = 6600 mm = 6.6 m3 = ( 1290 - 1210 ) x 100 = 8000 mm = 8 m4 = ( 1332 - 1244 ) x 100 = 8800 mm = 8.8 m5 = ( 1935 - 1835 ) x 100 = 10000 mm = 10 m6 = ( 1370 - 1270 ) x 100 = 10000 mm = 10 m

Untuk Patok P1a = ( 1205 - 1191 ) x 100 = 1400 mm = 1.4 mb = ( 1525 - 1505 ) x 100 = 2000 mm = 2 mc = ( 1900 - 1870 ) x 100 = 3000 mm = 3 md = ( 1525 - 1485 ) x 100 = 4000 mm = 4 m1 = ( 1450 - 1420 ) x 100 = 3000 mm = 3 m2 = ( 1565 - 1505 ) x 100 = 6000 mm = 6 m3 = ( 1335 - 1255 ) x 100 = 8000 mm = 8 m4 = ( 1450 - 1362 ) x 100 = 8800 mm = 8.8 m5 = ( 1990 - 1890 ) x 100 = 10000 mm = 10 m6 = ( 1415 - 1315 ) x 100 = 10000 mm = 10 m

Untuk Patok P2a = ( 1210 - 1200 ) x 100 = 1000 mm = 1 mb = ( 1418 - 1398 ) x 100 = 2000 mm = 2 mc = ( 1840 - 1810 ) x 100 = 3000 mm = 3 md = ( 1955 - 1921 ) x 100 = 3400 mm = 3.4 m1 = ( 1480 - 1450 ) x 100 = 3000 mm = 3 m2 = ( 1585 - 1525 ) x 100 = 6000 mm = 6 m3 = ( 1510 - 1430 ) x 100 = 8000 mm = 8 m4 = ( 1490 - 1400 ) x 100 = 9000 mm = 9 m5 = ( 2040 - 1940 ) x 100 = 10000 mm = 10 m6 = ( 1560 - 1460 ) x 100 = 10000 mm = 10 m

Ddet =

Ddet = Jarak optis antara patok dengan detail (mm)

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Untuk Patok P3a = ( 1330 - 1316 ) x 100 = 1400 mm = 1.4 mb = ( 1435 - 1415 ) x 100 = 2000 mm = 2 mc = ( 1850 - 1826 ) x 100 = 2400 mm = 2.4 md = ( 1435 - 1405 ) x 100 = 3000 mm = 3 m1 = ( 1470 - 1440 ) x 100 = 3000 mm = 3 m2 = ( 1675 - 1605 ) x 100 = 7000 mm = 7 m3 = ( 1670 - 1590 ) x 100 = 8000 mm = 8 m4 = ( 1700 - 1610 ) x 100 = 9000 mm = 9 m5 = ( 2240 - 2140 ) x 100 = 10000 mm = 10 m6 = ( 1700 - 1600 ) x 100 = 10000 mm = 10 m

Untuk Patok P4a = ( 1260 - 1240 ) x 100 = 2000 mm = 2 mb = ( 1460 - 1440 ) x 100 = 2000 mm = 2 mc = ( 1840 - 1810 ) x 100 = 3000 mm = 3 md = ( 1478 - 1442 ) x 100 = 3600 mm = 3.6 m1 = ( 1455 - 1425 ) x 100 = 3000 mm = 3 m2 = ( 1595 - 1525 ) x 100 = 7000 mm = 7 m3 = ( 1540 - 1460 ) x 100 = 8000 mm = 8 m4 = ( 1695 - 1605 ) x 100 = 9000 mm = 9 m5 = ( 2255 - 2159 ) x 100 = 9600 mm = 9.6 m6 = ( 1670 - 1570 ) x 100 = 10000 mm = 10 m

1.3.2. Perhitungan Beda Tinggi Detail

= Beda tinggi detail (mm)Tp = Tinggi pesawat (mm)Btd = Benang tengah detail (mm)

Detail

P0 a = 1300 - 1225.0 = 75.0 mm = 0.075 mb = 1300 - 1520.0 = -220 mm = -0.220 mc = 1300 - 1975.0 = -675 mm = -0.675 md = 1300 - 1595.0 = -295 mm = -0.295 m1 = 1300 - 1385.0 = -85.0 mm = -0.085 m2 = 1300 - 1472.0 = -172 mm = -0.172 m3 = 1300 - 1250.0 = 50 mm = 0.05 m4 = 1300 - 1288.0 = 12.0 mm = 0.012 m5 = 1300 - 1885.0 = -585 mm = -0.585 m6 = 1300 - 1320.0 = -20 mm = -0.02 m

Detail

P1 a = 1300 - 1198.0 = 102.0 mm = 0.102 mb = 1300 - 1515.0 = -215 mm = -0.215 mc = 1300 - 1885.0 = -585 mm = -0.585 md = 1300 - 1505.0 = -205 mm = -0.205 m1 = 1300 - 1435.0 = -135.0 mm = -0.135 m2 = 1300 - 1535.0 = -235 mm = -0.235 m3 = 1300 - 1295.0 = 5 mm = 0.005 m4 = 1300 - 1406.0 = -106.0 mm = -0.106 m5 = 1300 - 1940.0 = -640 mm = -0.640 m6 = 1300 - 1365.0 = -65 mm = -0.065 m

ΔHdet = Tp - Btd

ΔHdet

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Detail

P2 a = 1330 - 1205.0 = 125.0 mm = 0.125 mb = 1330 - 1408.0 = -78 mm = -0.078 mc = 1330 - 1825.0 = -495 mm = -0.495 md = 1330 - 1938.0 = -608 mm = -0.608 m1 = 1330 - 1465.0 = -135.0 mm = -0.135 m2 = 1330 - 1555.0 = -225 mm = -0.225 m3 = 1330 - 1470.0 = -140 mm = -0.14 m4 = 1330 - 1445.0 = -115.0 mm = -0.115 m5 = 1330 - 1990.0 = -660 mm = -0.660 m6 = 1330 - 1510.0 = -180 mm = -0.18 m

Detail

P3 a = 1320 - 1323.0 = -3.0 mm = -0.003 mb = 1320 - 1425.0 = -105 mm = -0.105 mc = 1320 - 1838.0 = -518 mm = -0.518 md = 1320 - 1420.0 = -100 mm = -0.100 m1 = 1320 - 1455.0 = -135.0 mm = -0.135 m2 = 1320 - 1640.0 = -320 mm = -0.320 m3 = 1320 - 1630.0 = -310 mm = -0.31 m4 = 1320 - 1655.0 = -335.0 mm = -0.335 m5 = 1320 - 2190.0 = -870 mm = -0.870 m6 = 1320 - 1650.0 = -330 mm = -0.33 m

DetailP4 a = 1310 - 1250.0 = 60.0 mm = 0.06 m

b = 1310 - 1450.0 = -140 mm = -0.140 mc = 1310 - 1825.0 = -515 mm = -0.515 md = 1310 - 1460.0 = -150 mm = -0.150 m1 = 1310 - 1440.0 = -130.0 mm = -0.13 m2 = 1310 - 1560.0 = -250 mm = -0.250 m3 = 1310 - 1500.0 = -190 mm = -0.19 m4 = 1310 - 1650.0 = -340.0 mm = -0.34 m5 = 1310 - 2207.0 = -897 mm = -0.897 m6 = 1310 - 1620.0 = -310 mm = -0.31 m

1.3.3. Perhitungan Tinggi Detail

Rumus:

Dimana: = Tinggi titik detail (m)= Tinggi titik pada patok utama dari detail (m)= Beda tinggi detail (m)

P0 = H0 = 12.000 m

P0- a = 12.000 + 0.075 = 12.075 mb = 12.000 + -0.220 = 11.780 mc = 12.000 + -0.675 = 11.325 md = 12.000 + -0.295 = 11.705 m1 = 12.000 + -0.085 = 11.915 m2 = 12.000 + -0.172 = 11.828 m 3 = 12.000 + 0.050 = 12.050 m4 = 12.000 + 0.012 = 12.012 m5 = 12.000 + -0.585 = 11.415 m6 = 12.000 + -0.020 = 11.980 m

Pdet = Pn + ΔHdet

Pdet

Pn

ΔHdet

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P1 = H1 = 12.445 m

P1- a = 12.445 + 0.102 = 12.547 mb = 12.445 + -0.215 = 12.230 mc = 12.445 + -0.585 = 11.860 md = 12.445 + -0.205 = 12.240 m1 = 12.445 + -0.135 = 12.310 m2 = 12.445 + -0.235 = 12.210 m3 = 12.445 + 0.005 = 12.450 m4 = 12.445 + -0.106 = 12.339 m5 = 12.445 + -0.640 = 11.805 m6 = 12.445 + -0.065 = 12.380 m

P2 = H2 = 12.880 m

P2- a = 12.880 + 0.125 = 13.005 mb = 12.880 + -0.078 = 12.802 mc = 12.880 + -0.495 = 12.385 md = 12.880 + -0.608 = 12.272 m1 = 12.880 + -0.135 = 12.745 m2 = 12.880 + -0.225 = 12.655 m3 = 12.880 + -0.140 = 12.740 m4 = 12.880 + -0.115 = 12.765 m5 = 12.880 + -0.660 = 12.220 m6 = 12.880 + -0.180 = 12.700 m

P3 = H3 = 13.335 m

P3- a = 13.335 + -0.003 = 13.332 mb = 13.335 + -0.105 = 13.230 mc = 13.335 + -0.518 = 12.817 md = 13.335 + -0.100 = 13.235 m1 = 13.335 + -0.135 = 13.200 m2 = 13.335 + -0.320 = 13.015 m3 = 13.335 + -0.310 = 13.025 m4 = 13.335 + -0.335 = 13.000 m5 = 13.335 + -0.870 = 12.465 m6 = 13.335 + -0.330 = 13.005 m

P4 = H4 = 13.790 m

P4- a = 13.790 + 0.060 = 13.850 mb = 13.790 + -0.140 = 13.650 mc = 13.790 + -0.515 = 13.275 md = 13.790 + -0.150 = 13.640 m1 = 13.790 + -0.130 = 13.660 m2 = 13.790 + -0.250 = 13.540 m3 = 13.790 + -0.190 = 13.600 m4 = 13.790 + -0.340 = 13.450 m5 = 13.790 + -0.897 = 12.893 m6 = 13.790 + -0.310 = 13.480 m

1.3.4. Perhitungan Kemiringan Melintang

Rumus: Arah ke kanan : x 100 %

Arah ke kiri : x 100 %

Pdet - Pn

Dn-det

Pn - Pdet

Dn-det

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= Prosentase kemiringan profil melintang (%)= Tinggi Titik detail patok ke n (m)= Tinggi patok ke n (m)= Jarak optis antara detail dan patok utama (m)

PO K d-c =11.705 - 11.325

x 100 % = 95.00 %0.4

K c-b =11.325 - 11.780

x 100 % = -75.83 %0.6

K b-a =11.780 - 12.075

x 100 % = -29.50 %1

K a-P0 =12.075 - 12.000

x 100 % = 7.50 %1

K P0-1 =12.000 - 11.915

x 100 % = 2.83 %3

K 1-2 =11.915 - 11.828

x 100 % = 2.42 %3.6

K 2-3 =11.828 - 12.050

x 100 % = -15.86 %1.4

K 3-4 =12.050 - 12.012

x 100 % = 4.75 %0.800000000000001

K 4-5 =12.012 - 11.415

x 100 % = 49.75 %1.2

K 5-6 =11.415 - 11.980

x 100 % = #DIV/0! %0

p1 K d-c =12.240 - 11.860

x 100 % = 38.00 %1

K c-b =11.860 - 12.230

x 100 % = -37.00 %1

K b-a =12.230 - 12.547

x 100 % = -52.83 %0.6

K a-P1 =12.547 - 12.445

x 100 % = 7.29 %1.4

K P1-1 =12.445 - 12.310

x 100 % = 4.50 %3

Qn-det

Pdet

Pn

Dn-det

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K 1-2 =12.310 - 12.210

x 100 % = 3.33 %3

K 2-3 =12.210 - 12.450

x 100 % = -12.00 %2

K 3-4 =12.450 - 12.339

x 100 % = 13.88 %0.800000000000001

K 4-5 =12.339 - 11.805

x 100 % = 44.50 %1.2

K 5-6 =11.805 - 12.380

x 100 % = #DIV/0! %0

P2 K d-c =12.272 - 12.385

x 100 % = -28.25 %0.4

K c-b =12.385 - 12.802

x 100 % = -41.70 %1

K b-a =12.802 - 13.005

x 100 % = -20.30 %1

K a-P2 =13.005 - 12.880

x 100 % = 12.50 %1

K P2-1 =12.880 - 12.745

x 100 % = 4.50 %3

K 1-2 =12.745 - 12.655

x 100 % = 3.00 %3

K 2-3 =12.655 - 12.740

x 100 % = -4.25 %2

K 3-4 =12.740 - 12.765

x 100 % = -2.50 %1

K 4-5 =12.765 - 12.220

x 100 % = 54.50 %1

K 5-6 =12.220 - 12.700

x 100 % = #DIV/0! %0

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p3 K d-c =13.235 - 12.817

x 100 % = 69.67 %0.6

K c-b =12.817 - 13.230

x 100 % = -103.25 %0.4

K b-a =13.230 - 13.332

x 100 % = -17.00 %0.6

K a-P3 =13.332 - 13.335

x 100 % = -0.21 %1.4

K P3-1 =13.335 - 13.200

x 100 % = 4.50 %3

K 1-2 =13.200 - 13.015

x 100 % = 4.63 %4

K 2-3 =13.015 - 13.025

x 100 % = -1.00 %1

K 3-4 =13.025 - 13.000

x 100 % = 2.50 %1

K 4-5 =13.000 - 12.465

x 100 % = 53.50 %1

K 5-6 =12.465 - 13.005

x 100 % = #DIV/0! %0

P4 K d-c =13.640 - 13.275

x 100 % = 60.83 %0.6

K c-b =13.275 - 13.650

x 100 % = -37.50 %1

K b-a =13.650 - 13.850

x 100 % = #DIV/0! %0

K a-P4 =13.850 - 13.790

x 100 % = 3.00 %2

K P4-1 =13.790 - 13.660

x 100 % = 4.33 %3

K 1-2 =13.660 - 13.540

x 100 % = 3.00 %4

K 2-3 =13.540 - 13.600

x 100 % = -6.00 %1

K 3-4 =13.600 - 13.450

x 100 % = 15.00 %1

K 4-5 =13.450 - 12.893

x 100 % = 92.83 %0.6

K 5-6 =12.893 - 13.480

x 100 % = -146.75 %0.4

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