Asme Sec 2 Part C' title='Asme Sec 2 Part C' />UW2 SERVICE RESTRICTIONS Class Description. Lowtemperature vessels that require impact testing. Unfired steam boilers. Suppliers of stainless steel pipes, tubes, sheets, plates, and rods. MM Control Distributes the finest names in the industry including Kunkle Valve, Hedland, H O Trerice, Siemens, Pyromation, Keckley, Marsh Gauges, Bellofram. Details of standards and access to the British Standards Institution BSI. ASHOK J. TRIVEDI ASME Sec. V Article 5 gives the guide lines for ultrasonic examination of various materials. It also refers to Article 23 of the same section. I found this in Section II Part C SFA5. SFA5. 1M A6. 11. 2 Electrodes are manufactured to be within acceptable moisture limits, consistent with the type of covering. ASME B16. 342004 Revision of ASME B16. Valves Flanged, Threaded, and Welding End. A N A M E R I C A N N AT I O N A L S TA N D A R D. Three Park Avenue. Awwa standard for steel pipe flanges for waterworks servicesizes 4 in. Design of Pressure Vessel Components in Accordance with ASME SectionV III, Division 1, 2015 Edition Page 1 of 3 Training Duration 21 hours total 7 hours x 3 day s. Hi, This post concerns Annex 3F design fatigue curves from ASME VIII Division 2. I am a piping stress engineer and I am trying to find a SN curve for fatigue c. EIA Report Part 2 Section. The Project is classified as a. Designated Project under the Environmental. Impact Assessment Ordinance Cap. ASME_BPVC-II-C-2007.jpg' alt='Asme Sec 2 Part C' title='Asme Sec 2 Part C' />EIAO. The works that are the subject of the. EIA Study include the construction and operation phases of the Project. The key components of the Project. Storage, transfer and trans shipment of. L. 2 of Part I of Schedule 2 of EIAO. Dredging operation for the approach. C. 1. 2 of Part I of Schedule 2 of EIAO. Installation of a submarine gas. LNG terminal at the South Soko. Island and the Black Point Power Station item H. Part I of Schedule 2 of EIAO. Dredging operation for the installation. Shek. Pik with the proposed LNG terminal at South Soko which is less than 5. Site of Cultural Heritage item C. Part I of Schedule 2 of EIAO and,. Potential dredging operation for the. Shek. Pik with the proposed LNG terminal at South Soko which is less than 5. Site of Cultural Heritage item C. Part I of Schedule 2 of EIAO. Project involves the construction of a LNG receiving terminal together. The information presented in this. Poser Toolbox Download more. The. preferred scenarioalternative for the South Soko LNG. EIA has been described in Part 2 Section 2. On the basis of this selection, the. Figure 3. 1.   The key elements of the Project are as. Marine Dredging. Land Excavation. Land Reclamation. LNG Jetty Construction. LNG Terminal Facility Construction. Submarine Gas Pipeline Installation. Power Supply and Water Main. Sections 3. 3 and 3. Dredging. Dredging. Approach channel and turning basin. Seawall and berthing trench for the. Gas receiving station adjacent to. Black Point Power Station. Seawater intakeoutfall. Power supply and water main and,. Submarine gas pipeline. Dredging. requirements for each of the above are discussed below. Dredging requirements for the. Part 2 Section 3. Information on the extent and depth of. Figures 3. 2 to. Channel and Turning. Basin. Marine. sediments will be required to be dredged to allow safe navigation of the LNG. South. Soko. Island terminal. Due to the draft requirements of the LNG. PD is required for the approach channel and turning basin. All dredging will be. No excavation of rock or. Approximately. sediments will be required to be dredged for the approach channel. The turning basin will require. Mm. 3 of. sediment to be dredged. The. Table 3. 2.   It should be noted that these volumes. Seawall. and Reclamation. Approximately. 0. The reclamation will. LNG storage tank. Seawall upgrade will be required along. Permanent. seawalls will be constructed around the seaward boundary of the reclamation to. These will comprise predominately sloping seawalls although vertical. The sloping seawall option will result in a larger volume of dredged. However, in terms of. The preliminary layout of the proposed seawalls together with typical sections are. Figure 3. 5. On. the west side of the site, vertical seawall is planned along the northern end. On the east side, sloping seawalls will. The seawall. modification works will occupy a total seabed area of 1. The total length of the modified. Dredging. will be undertaken to remove the soft material beneath the seawall to ensure. Approximately 0. 1. Mm. of soft marine sediments will be dredged for the construction of the. A small amount of rock. The. seawalls and reclamations will be formed using rockfill. South. Soko. Island site. Seawater. IntakeOutfall. The. design of the seawater intake and outfall for the South Soko terminal is described in Part 2 Section 3. Dredging of marine sediments will be. The majority of dredging will be. An approximate quantity of 3. An additional 4,5. Power. Supply and Water Main. The. design of the power supply and water main are described in Part 2 Section 3. Dredging and jetting of marine sediments will be required to bury both. The. majority of dredging will be undertaken in soft marine sediments with an. Mm. 3. required to be removed. Submarine Gas Pipeline. The. design of the submarine gas pipeline is described in Part 2 Section 3. Dredging and jetting of marine sediments will be required to bury the. The. majority of dredging will be undertaken in soft marine sediments with an. Mm. 3 required to be removed. Excavation. Combined. South. Soko. Island. An additional volume of approximately. The excavated areas. Detention Centre. LNG storage tanks and associated. Reclamation. Approximately. Sai Wan of South. Soko. Island. for the construction of the LNG terminal. No fill material will need to be imported for construction as. The works will involve. The reclamation area on the west side. Approximately 2 Mm. South. Soko. Island terminal, which will be. Jetty. The construction of an approximately. South Soko terminal Figure 3. The primary use. of the jetty will be to unload LNG from the LNG carriers. LNG Terminal Facilities. Once the land has been formed the construction of LNG terminal. LNG Storage Tanks capacity of up to. PD height to the top of. Low Pressure and High Pressure pumping systems. Vaporization Re gasification Area, Vents low pressure and high pressure. Process Area, Maintenance Workshop, Administration Building, Guard House. Utility Area, Control Room and Living Quarters. Terminal storage capacity is determined by a number of factors including. LNG sources, and. Tanks are sized to allow. LNG carrier. each carrier has a maximum capacity of 2. Based on simulations 1, the terminal. This EIA Report will assess the worst. Submarine Gas Pipeline. Construction of a submarine natural gas pipeline of approximately 3. LNG receiving terminal at South Soko Island and the Black Point Power Station will be. Black Point.   Approximately. Mm of rock fill material shall be required to protect the pipeline from. Power Supply and Water Main. Power. and water supplies are required for the routine operation of the LNG. These utilities will be. Shek. Pik. which is located on the southern coast of Lantau. Island.   The need for the water main. Construction Sequence. To. accommodate the necessary infrastructure of the LNG terminal at South Soko Island, a total area of approximately 3. Some of the land. The land will include the area previously used for the demolished. Detention Centre. This area is. The remaining land will be formed. Detention Centre. As the. The conceptual construction sequence is. It should be noted. Barging points will be set up at the. Site access will be made to the site. Floating. pontoons will be used where the water depth is insufficient to allow berthing. The on land site works will commence. The removal of soft materials on the surface. In conjunction with these works. Additional excavations and access. South Soko. Island to site the explosive magazines away from the blasting areas. Immediately upon completion of the haul. Blasting works would be carried out. Once approval is obtained to undertake. Dredged material would be removed to. Excavated rock material will be. Excess material will be barged away to. Hong Kong. 1. 1. A sand blanket layer followed by rock. Two batching plants will be erected on. Marine dredging will be carried out for. Black Point. A. more detailed description of the construction activities is presented below. PD for the LNG tanks and. PD for process facilities. This will involve blasting, followed by. As the excavation quantities will exceed. The remaining excavation. The fragmented rock will be used for the. Excess. rock will be disposed of off site in accordance with relevant regulations. A primary rock crusher is expected to be.