DAFTAR PUSTAKA. 1. American Petroleum Institute, Spesification for Line Pipe, API Publishing Service, Washington D.C., 2000.
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1 DAFTAR PUSTAKA 1. American Petroleum Institute, Spesification for Line Pipe, API Publishing Service, Washington D.C., Boyun Guo at. al., Offshore Pipelines, Gulf Professional Publishing, Burlington, U.S.A., Dally, W. R., Thesis: Numerical Model for Beach Profile Evolution, Department of Civil Engineering, University of Delaware, Delaware, Det Norske Veritas, Submarine Pipeline Systems, Veritas, Oslo, Det Norske Veritas, RP E305: On-Bottom Stability Design of Submarine Pipelines, Veritas, Oslo, Det Norske Veritas, RP F109: On-Bottom Stability Design of Submarine Pipelines, Veritas, Oslo, Mousselli, A.H., Offshore Pipeline Design, Analysis, and Methods, PennWell Books, Tulsa, Oklahoma, Purwanto. Dadang, Laporan Tugas Akhir: Stabilitas Pipa bawah Laut Pada Shore Approach, Program Studi Teknik Kelautan ITB, Bandung, U.S. Army Corps of Engineers, Shore Protection Manual Volume I, U.S. Government Printing Office, Washington D.C., Yong, Bai, Pipelines and Risers, Elsevier Ocean Engineering Book Series, Netherlands, 2001.
2 Lampiran I Hasil Perhitungan Transformasi Gelombang Dan Arus
3 Lampiran II Hasil Perhitungan Tebal Dinding Pipa
4 Lampiran III Hasil Perhitungan On Bottom Stabiliy
5 Lampiran IV Ouput Program Off Pipe
6 1. Zona 1,2 dan 3 Hasil Transformasi Gelombang ( Periode Ulang 1 Tahun) d (m) x (m) y (m) α (deg.) β (deg.) Kr Ks L (m) C (m/s) Cg (m/s) H (m) Remark Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Lampiran I-1
7 Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Not Breaking Perhitungan Arus Pada Kedalaman 13-0 m( Periode Ulang 1 Tahun) No d (m) y (m) H (m) L (m) β (deg.) Us (m/s) A (m/s2) P.P Tp (s) Tu (s) Lampiran I-2
8 Hasil Transformasi Gelombang ( Periode Ulang 100 Tahun) d (m) x (m) y (m) α (deg.) Β (deg.) Kr Ks L (m) C (m/s) Cg (m/s) H (m) Remark Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Lampiran I-3
9 Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Lampiran I-4
10 Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Lampiran I-5
11 Breaking Breaking Breaking Breaking Perhitungan Arus Pada Kedalaman 13-0 m( Periode Ulang 100 Tahun) No d (m) y (m) H (m) L (m) β (deg.) Us (m/s) A (m/s2) P.P Tp (s) Tu (s) Lampiran I-6
12 2. Zona 16,17, dan 18 Hasil Transformasi Gelombang ( Periode Ulang 1 Tahun) d (m) x (m) y (m) α (deg.) β (deg.) Kr Ks L (m) C (m/s) Cg (m/s) H (m) Remark Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Lampiran I-7
13 Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Perhitungan Arus Pada Kedalaman 13-0 m ( Periode Ulang 1 Tahun) No d (m) y (m) H (m) L (m) β (deg.) Us (m/s) A (m/s2) P.P Tp (s) Tu (s) Lampiran I-8
14 Lampiran I-9
15 Hasil Transformasi Gelombang ( Periode Ulang 100 Tahun) d (m) x (m) y (m) α (deg.) β (deg.) Kr Ks L (m) C (m/s) Cg (m/s) H (m) Remark Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Lampiran I-10
16 Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Not Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Breaking Perhitungan Arus Pada Kedalaman 13-0 m ( Periode Ulang 100 Tahun) No d (m) y (m) H (m) L (m) β (deg.) Us (m/s) A (m/s2) P.P Tp (s) Tu (s) Lampiran I-11
17 Lampiran I-12
18 Pehitungan Disain Walltickness Pipeline Project South Sumatera West Java (SSWJ) Phase 2 DNV 2000 Input Data Perhitungan Walltickness OS F101 Data fisik pipa: Input factor: Diamter luar pipa OD mm Material stenght factor ξ U Corrosion allowance Ca 1.50 mm Anisotropy factor ξτ Toleransi Tebal pipa tfab 1.00 mm Jenis Pipa ξ fab Diameter maksimum pipa OD max mm Material resistance faktor ξ m Diameter minimum pipa OD min mm Perssure load factor ξp SMYS Mpa Resistance strain factor ξz SMTS Mpa Operating temperature ( C ) oc Fy temp Mpa Ambient temperature ( C ) oc Fu temp Mpa Caracterinstic yield stress (fy) f y Mpa Data tekanan/pressure: Caracterinstic tensile stress (fu) f u Mpa Tekanan disain Pd Mpa Modulus Young E Mpa Tekanan Insidental Pinc Mpa Pison Ratio v 0.30 Data Masa Jenis : Masa jenis fluida test ξ_w kg/m 3 Data Lingkungan: Masa jenis isi pipa ξ_cont kg/m 3 Tinggi gelombang signifikan (1 yr) Ts 1yr m Masa jenis air laut ξ_sw kg/m 3 Periode gelombang signifikan (1 yr) Hs 1yr s Tinggi gelombang signifikan (100 yr) TS 100yr m Jenis klasifikasi: Periode gelombang signifikan (100 yr) HS 100yr s Klasifikasi fluida E A / B / C / D/E Tinggi gelombang maksimum (1 yr) Hm 1yr m Klasifikasi lokasi 2 1 / 2 Tinggi gelombang maksimum (100 yr) Hm 100yr m Klasifikasi keamanan Low Low/Normal/High Kedaman perairan h m Kedalaman referensi relatif thd dasar lau (Zr) m Load Interaction HAT m Func Envi Storm surge (1 yr) Str 1yr m Functional & inferomental Moment (MF&ME) Storm surge (100 yr) Str 100yr m Functional & inferomental axial force (SF&SE) Kedalaman air referensi maksimum h max m Functional & inferomental strain (eps_f&eps_e) Kedalaman air referensi minimum h min m Cttn= Masukan nilai data isian diatas kemudian tekan tombol "RUN" Untuk menetahui hasilnya lihat di Workshee " Output Walltickness" RUN Lampiran II -1
19 Outside diamter pipa OD mm Outside diamter pipa maksimum OD max mm Outside diamter pipa minimum OD min mm Fabrication factor: α fab Material resistance factor: γ m Safety class resistance factor: γ SC Tekanan: Max. external pressure Pe_max Mpa Min. external pressure Pe_min Mpa Tebal Pipa (Wt) Tebal pipa (wt) DNV 81-Zona1 t811 mm Tebal pipa (wt) DNV 81-Zona2 t812 mm Tebal Pipa (Wt) yang digunakan ts mm in Pressure containment criteria Chek Oprasional Hidrotest Yielding limit stress Pbs Mpa Bursting limit stress Pbu Mpa Pressure containment resistance Pb Mpa Local design pressure p ld Mpa Local incidental pressure p li Mpa Pessure load p li - p e Mpa Code Check, utility OK OK Colaps & Buckling Criteria Chek Collapse Prop. Buckle Elastic collapse pressure: p el Mpa Plastic collapse pressure: p p Mpa Propagating pressure Ppr Mpa Characteristic collapse pressure: p cl Mpa External pressure: p e Mpa Code Check, utility OK Not OK Combined loading-load control condition Check Comb a: Comb b: Design bending moment: M d kn.m Design effective axial force: S d kn Design differential overpressure: p d Mpa Plastic moment resistance: M p kn.m Characteristic plastic axial force resistance: S p kn Pressure containment resistance, yielding limit state: p by Mpa Pressure containment resistance, bursting limit state: p bb Mpa Pressure containment resistance, minimum of p b,s & p b,u : p b Mpa Hoop stress utilisation: q h β Flow stress parameter: α c Code Check, utility (external/internal over pressure) OK OK Ovalization Chek fo OK Lampiran II -2
20 Outside diamter pipa OD mm Outside diamter pipa maksimum OD max mm Outside diamter pipa minimum OD min mm Fabrication factor: fab Material resistance factor: m Safety class resistance factor: SC Tekanan: Max. external pressure Pe_max Mpa Min. external pressure Pe_min Mpa Tebal Pipa (Wt) Tebal Pipa (Wt) yang digunakan ts mm Pressure containment criteria Chek Oprasional Hidrotest Yielding limit stress Pbs Mpa Bursting limit stress Pbu Mpa Pressure containment resistance Pb Mpa Local design pressure p ld Mpa Local incidental pressure p li Mpa Pessure load p li - p e Mpa Code Check, utility OK OK Colaps & Buckling Criteria Chek Collapse Prop. Buckle Elastic collapse pressure: p el Mpa Plastic collapse pressure: p p Mpa Propagating pressure Ppr Mpa Characteristic collapse pressure: p cl Mpa External pressure: p e Mpa Code Check, utility OK OK Combined loading-load control condition Check Comb a: Comb b: Design bending moment: M d kn.m Design effective axial force: S d kn Design differential overpressure: p d Mpa Plastic moment resistance: M p kn.m Characteristic plastic axial force resistance: S p kn Pressure containment resistance, yielding limit state: p by Mpa Pressure containment resistance, bursting limit state: p bb Mpa Pressure containment resistance, minimum of p b,s & p b,u : p b Mpa Hoop stress utilisation: q h Flow stress parameter: c Code Check, utility (external/internal over pressure) OK OK Ovalization Chek fo OK Lampiran II -3
21 Outside diamter pipa OD mm Outside diamter pipa maksimum OD max mm Outside diamter pipa minimum OD min mm Fabrication factor: α fab Material resistance factor: γ m Safety class resistance factor: γ SC Tekanan: Max. external pressure Pe_max Mpa Min. external pressure Pe_min Mpa Tebal Pipa (Wt) Tebal Pipa (Wt) yang digunakan ts mm Pressure containment criteria Chek Oprasional Hidrotest Yielding limit stress Pbs Mpa Bursting limit stress Pbu Mpa Pressure containment resistance Pb Mpa Local design pressure p ld Mpa Local incidental pressure p li Mpa Pessure load p li - p e Mpa Code Check, utility OK OK Colaps & Buckling Criteria Chek Collapse Prop. Buckle Elastic collapse pressure: p el Mpa Plastic collapse pressure: p p Mpa Propagating pressure Ppr Mpa Characteristic collapse pressure: p cl Mpa External pressure: p e Mpa Code Check, utility OK OK Combined loading-load control condition Check Comb a: Comb b: Design bending moment: M d kn.m Design effective axial force: S d kn Design differential overpressure: p d Mpa Plastic moment resistance: M p kn.m Characteristic plastic axial force resistance: S p kn Pressure containment resistance, yielding limit state: p by Mpa Pressure containment resistance, bursting limit state: p bb Mpa Pressure containment resistance, minimum of p b,s & p b,u : p b Mpa Hoop stress utilisation: q h β Flow stress parameter: α c Code Check, utility (external/internal over pressure) OK OK Ovalization Chek fo OK Lampiran II -4
22 Outside diamter pipa OD mm Outside diamter pipa maksimum OD max mm Outside diamter pipa minimum OD min mm Fabrication factor: α fab Material resistance factor: γ m Safety class resistance factor: γ SC Tekanan: Max. external pressure Pe_max Mpa Min. external pressure Pe_min Mpa Tebal Pipa (Wt) Tebal Pipa (Wt) yang digunakan ts mm Pressure containment criteria Chek Oprasional Hidrotest Yielding limit stress Pbs Mpa Bursting limit stress Pbu Mpa Pressure containment resistance Pb Mpa Local design pressure p ld Mpa Local incidental pressure p li Mpa Pessure load p li - p e Mpa Code Check, utility OK OK Colaps & Buckling Criteria Chek Collapse Prop. Buckle Elastic collapse pressure: p el Mpa Plastic collapse pressure: p p Mpa Propagating pressure Ppr Mpa Characteristic collapse pressure: p cl Mpa External pressure: p e Mpa Code Check, utility OK OK Combined loading-load control condition Check Comb a: Comb b: Design bending moment: M d kn.m Design effective axial force: S d kn Design differential overpressure: p d Mpa Plastic moment resistance: M p kn.m Characteristic plastic axial force resistance: S p kn Pressure containment resistance, yielding limit state: p by Mpa Pressure containment resistance, bursting limit state: p bb Mpa Pressure containment resistance, minimum of p b,s & p b,u : p b Mpa Hoop stress utilisation: q h β Flow stress parameter: α c Code Check, utility (external/internal over pressure) OK OK Ovalization Chek fo OK Lampiran II -5
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