The high pressure gas pipeline (SPP mapping) forms part of Regional Infrastructure Overlay Map - High Pressure Gas within Draft Sunshine Coast Planning Scheme 2024. The data identifies high pressure gas pipeline for the Sunshine Coast Regional Council area. This layer is for the purpose of the Draft Sunshine Coast Planning Scheme 2024 only

Digital Weld Mapping for Pipelines Market Outlook

According to our latest research, the global digital weld mapping for pipelines market size reached USD 1.9 billion in 2024, reflecting robust adoption across major pipeline projects worldwide. The market is set to expand at a CAGR of 9.2% from 2025 to 2033, with the market size projected to attain USD 4.2 billion by 2033. This impressive growth is primarily driven by the increasing emphasis on pipeline safety, regulatory compliance, and the need for operational efficiency in critical infrastructure sectors. As per our analysis, the integration of advanced digital solutions is transforming pipeline construction and maintenance, ensuring traceability and quality assurance throughout the asset lifecycle.

One of the key growth factors for the digital weld mapping for pipelines market is the rising adoption of digitalization in the oil and gas sector. As pipeline projects become more complex and geographically dispersed, traditional manual methods of weld documentation are proving inadequate. Digital weld mapping solutions offer end-to-end traceability, real-time data capture, and seamless integration with enterprise asset management systems. These capabilities significantly reduce the risk of welding defects and non-compliance, thereby minimizing operational downtime and costly repairs. Furthermore, the global push towards safer pipeline operations and stringent regulatory requirements is compelling companies to invest in advanced digital technologies that streamline quality control processes.

Another significant driver is the growing need for lifecycle management and predictive maintenance across pipeline networks. Digital weld mapping enables operators to maintain comprehensive records of every weld, including material certificates, inspection results, and repair histories. This wealth of data not only facilitates compliance with industry standards such as ASME and API but also empowers operators to implement predictive analytics for proactive maintenance. By leveraging digital weld maps, pipeline owners can identify potential failure points, extend asset lifespans, and optimize maintenance schedules. The integration of artificial intelligence and IoT sensors further enhances the value proposition, allowing for continuous monitoring and early detection of anomalies.

The rapid expansion of pipeline infrastructure in emerging markets is also fueling demand for digital weld mapping solutions. Countries in Asia Pacific, the Middle East, and Latin America are investing heavily in new oil, gas, and water pipelines to support industrialization and urbanization. These large-scale projects require robust weld tracking and documentation systems to ensure quality and regulatory compliance across vast and often challenging terrains. Digital weld mapping platforms are increasingly being specified in project tenders as a prerequisite for contractor selection, underscoring their critical role in modern pipeline construction. The adoption of cloud-based solutions is further accelerating market penetration by enabling remote access, collaboration, and centralized data management.

The integration of an Automatic Welding System for Pipelines is becoming increasingly vital as the industry seeks to enhance efficiency and precision in pipeline construction. These systems offer a high degree of automation, which significantly reduces the reliance on manual labor and minimizes human error. By automating the welding process, companies can achieve consistent weld quality, which is crucial for maintaining the structural integrity of pipelines. Additionally, automatic welding systems can operate continuously, thereby accelerating project timelines and reducing overall costs. As the demand for new pipeline infrastructure grows, particularly in regions with challenging environments, the adoption of automatic welding systems is expected to rise, providing a competitive edge to operators who invest in these advanced technologies.

Regionally, North America continues to dominate the digital weld mapping for pipelines market, accounting for the largest share in 2024. This leadership is attributed to the regionÂ’s advanced pipeline infrastructure, strict regulatory environment, and early adoption of digital technologies. However, Asia Pacific is emerging as the fastest-growing region, driv

The high pressure gas pipeline buffer (locally defined) forms part of Regional Infrastructure Overlay Map - High Pressure Gas within Draft Sunshine Coast Planning Scheme 2024. The data identifies high pressure gas pipeline buffer for the Sunshine Coast Regional Council area. This layer is for the purpose of the Draft Sunshine Coast Planning Scheme 2024 only

Class A5 easements relate to easements relating to public water and sewerage pipes. For the benefit of public authorities, public establishments or public service concessionaires, which undertake works for the establishment of drinking water pipes or the disposal of wastewater or rainwater, an easement conferring on them the right to permanently establish underground pipes on unbuilt private land, except the courtyards and gardens adjacent to the dwellings. The easement gives the beneficiary the right to: — to bury one or more pipes; — spinning trees that may adversely affect the establishment and maintenance of the pipeline; — access to the land in which the driving is buried, with control officers having the same right of access; — to carry out all maintenance and repair work (The date of commencement of the work shall be communicated to the owners and operators at least 8 days before the scheduled date for the commencement of the work. A state of play must, if necessary, be drawn up contradictoryly with a view to a possible finding of damage which may result from the said works). The owners and their dependants shall refrain from doing anything that would impair the proper operation, maintenance and conservation of the work. The establishment of this easement gives rise to the right to compensation, the disputes of which are judged to be in matters of expropriation on the grounds of public utility. If the rejection of an application for a building permit is based on the exercise of the right of ease in the parcel in question, the owner may require the owner to acquire the plot in full by the developer, either amicably or by way of expropriation. If the building permit is granted subject to the relocation of the pipes, the cost of such travel shall be borne by the beneficiary of the easement. This resource describes the plates of Grade A5 easements confused with their generators, i.e. groundwater pipes of drinking water or sewage or rainwater disposal

A5_GENERATEUR_SUP_L

Class A5 easements relate to easements relating to public water and sewerage pipes. For the benefit of public authorities, public establishments or public service concessionaires, which undertake works for the establishment of drinking water pipes or the disposal of wastewater or rainwater, an easement conferring on them the right to permanently establish underground pipes on unbuilt private land, except the courtyards and gardens adjacent to the dwellings. The easement gives the beneficiary the right to: — to bury one or more pipes; — spinning trees that may adversely affect the establishment and maintenance of the pipeline; — access to the land in which the driving is buried, with control officers having the same right of access; — to carry out all maintenance and repair work (The date of commencement of the work shall be communicated to the owners and operators at least 8 days before the scheduled date for the commencement of the work. A state of play must, if necessary, be drawn up contradictoryly with a view to a possible finding of damage which may result from the said works). The owners and their dependants shall refrain from doing anything that would impair the proper operation, maintenance and conservation of the work. The establishment of this easement gives rise to the right to compensation, the disputes of which are judged to be in matters of expropriation on the grounds of public utility. If the rejection of an application for a building permit is based on the exercise of the right of ease in the parcel in question, the owner may require the owner to acquire the plot in full by the developer, either amicably or by way of expropriation. If the building permit is granted subject to the relocation of the pipes, the cost of such travel shall be borne by the beneficiary of the easement.

This resource describes the linear generators of Class A5 easements, i.e. groundwater pipes of drinking water or sewage or rainwater disposal

This feature class is shown on the Regional infrastructure corridors and substations overlay map (map reference: OM-018.1).This feature class includes the following sub-categories:(a) Gas pipeline 20m sub-category;(b) Gas pipeline 100m sub-category;(c) Oil pipeline 15m sub-category;(d) Oil pipeline 100m sub-category.For information about the overlay and how it is applied, please refer to the Brisbane City Plan 2014 document.

Property-Plant-and-Equipment-Net Time Series for UNITIL Corporation. Unitil Corporation, a public utility holding company, engages in the distribution of electricity and natural gas. It operates through two segments, Utility Electric Operations, Utility Gas Operations. The company distributes electricity in the southeastern seacoast and state capital regions of New Hampshire, and the greater Fitchburg area of north central Massachusetts; and distributes natural gas in southeastern New Hampshire and portions of southern and central Maine, including the city of Portland and the Lewiston-Auburn area, as well as electricity and natural gas in the greater Fitchburg area of north central Massachusetts. It also operates 85 miles of interstate underground natural gas transmission pipeline that provides interstate natural gas pipeline access and transportation services primarily in Maine and New Hampshire. In addition, the company provides real estate management services. It serves approximately 109,400 electric customers and 89,100 natural gas customers. Unitil Corporation was incorporated in 1984 and is headquartered in Hampton, New Hampshire.

This pipe feature class represents current wastewater information of the mainline sewer in the City of Los Angeles. The Mapping and Land Records Division of the Bureau of Engineering, Department of Public Works provides the most rigorous geographic information of the storm drain system using a geometric network model, to ensure that its storm drains reflect current ground conditions. The conduits and inlets represent the storm drain infrastructure in the City of Los Angeles. Storm drain information is available on NavigateLA, a website hosted by the Bureau of Engineering, Department of Public Works.Associated information about the wastewater Pipe is entered into attributes. Principal attributes include:PIPE_SUBTYPE: pipe subtype is the principal field that describes various types of lines as either Airline, Force Main, Gravity, Siphon, or Special Lateral.For a complete list of attribute values, please refer to (TBA Wastewater data dictionary). Wastewater pipe lines layer was created in geographical information systems (GIS) software to display the location of sewer pipes. The pipe lines layer is a feature class in the LACityWastewaterData.gdb Geodatabase dataset. The layer consists of spatial data as a line feature class and attribute data for the features. The lines are entered manually based on wastewater sewer maps and BOE standard plans, and information about the lines is entered into attributes. The pipe lines are the main sewers constructed within the public right-of-way in the City of Los Angeles. The ends of line segments, of the pipe lines data, are coincident with the wastewater connectivity nodes, cleanout nodes, non-structures, and physical structures points data. Refer to those layers for more information. The wastewater pipe lines are inherited from a sewer spatial database originally created by the City's Wastewater program. The database was known as SIMMS, Sewer Inventory and Maintenance Management System. For the historical information of the wastewater pipe lines layer, refer to the metadata nested under the sections Data Quality Information, Lineage, Process Step section. Pipe information should only be added to the Wastewater Pipes layer if documentation exists, such as a wastewater map approved by the City Engineer. Sewers plans and specifications proposed under private development are reviewed and approved by Bureau of Engineering. The Department of Public Works, Bureau of Engineering's, Brown Book (current as of 2010) outlines standard specifications for public works construction. For more information on sewer materials and structures, look at the Bureau of Engineering Manual, Part F, Sewer Design, F 400 Sewer Materials and Structures section, and a copy can be viewed at http://eng.lacity.org/techdocs/sewer-ma/f400.pdf.List of Fields:STREET: This is the street name and street suffix on which the pipe is located.PIPE_LABEL: This attribute identifies the arc segment between two nodes, which represents the pipe segment. There could be any number of pipes between the same two maintenance holes and at least one. If there is more than one pipe between the same two maintenance holes, then a value other than 'A' is assigned to each pipe, such as the value 'B', 'C', and so on consecutively. Also, when a new pipe is constructed, some old pipes are not removed from the ground and the new pipe is added around the existing pipe. In this case, if the original pipe was assigned an 'A', the new pipe is assigned a 'B'.C_UP_INV: This is the calculated pipe upstream invert elevation value.PIPE_MAT: The value signifies the various materials that define LA City's sewer system. Values: • TCP - Terra Cotta pipe. • CMP - Corrugated metal pipe. • RCP - Reinforced concrete pipe. Used for sewers larger than 42inch, with exceptions. • PCT - Polymer concrete pipe. • CON - Concrete or cement. • DIP - Ductile iron pipe. • ABS - Acrylonitrile butadiene styrene. • STL - Steel. • UNK - Unknown. • ACP - Asbestos cement pipe. • RCL - Reinforced concrete pipe lined. • OTH - Other or unknown. • VCP - Vitrified clay pipe. • TRS - Truss pipe. • CIP - Cast iron pipe. • PVC - Polyvinyl chloride. • BRK - Brick. • RCPL - Lined Reinforced concrete pipe. Used for sewers larger than 42inch, with exceptions. • B/C - Concrete brick pipe. • FRP - Centrifugally cast fiberglass reinforced plastic mortar pipe.DN_INV: This is the downstream invert elevation value.PIPE_WIDTH: This value is the pipe dimension for shapes other than round.C_SLOPE: This is the calculated slope.ENABLED: Internal feature number.DN_STRUCT: This attribute identifies a number at one of two end points of the line segment that represents a sewer pipe. A sewer pipe line has a value for the UP_STRUCT and DN_STRUCT fields. This point is the downstream structure that may be a maintenance hole, pump station, junction, etc. Each of these structures is assigned an identifying number that corresponds to a Sewer Wye data record. The 8 digit value is based on an S-Map index map using a standardized numbering scheme. The S-Map is divided into 16 grids, each numbered sequentially from west to east and north to south. The first three digits represent the S-Map number, the following two digits represent the grid number, and the last three digits represent the structure number within the grid. This field also relates to the (name of table or layer) node attribute table.PIPE_SIZE: This value is the inside pipe diameter in inches.MON_INST: This is the month of the pipe installation.PIPE_ID: The value is a combination of the values in the UP_STRUCT, DN_STRUCT, and PIPE_LABEL fields. This is the 17 digit identifier of each pipe segment and is a key attribute of the pipe line data layer. This field named PIPE_ID relates to the field in the Annotation Pipe feature class and to the field in the Wye line feature class data layers.REMARKS: This attribute contains additional comments regarding the pipe line segment.DN_STA_PLS: This is the tens value of the downstream stationing.EASEMENT: This value denotes whether or not the pipe is within an easement.DN_STA_100: This is the hundreds value of the downstream stationing.PIPE_SHAPE: The value signifies the shape of the pipe cross section. Values: • SE - Semi-Elliptical. • O1 - Semi-Elliptical. • UNK - Unknown. • BM - Burns and McDonald. • S2 - Semi-Elliptical. • EL - Elliptical. • O2 - Semi-Elliptical. • CIR - Circular. • Box - Box (Rectangular).PIPE_STATUS: This attribute contains the pipe status. Values: • U - Unknown. • P - Proposed. • T - Abandoned. • F - As Built. • S - Siphon. • L - Lateral. • A - As Bid. • N - Non-City. • R - Airline.ENG_DIST: LA City Engineering District. The boundaries are displayed in the Engineering Districts index map. Values: • O - Out LA. • V - Valley Engineering District. • W - West LA Engineering District. • H - Harbor Engineering District. • C - Central Engineering District.C_PIPE_LEN: This is the calculated pipe length.OWNER: This value is the agency or municipality that constructed the pipe. Values: • PVT - Private. • CTY - City of LA. • FED - Federal Facilities. • COSA - LA County Sanitation. • OUTLA - Adjoining cities.CRTN_DT: Creation date of the line feature.TRTMNT_LOC: This value is the treatment plant used to treat the pipe wastewater.PCT_ENTRY2: This is the flag determining if the second slope value, in SLOPE2 field, was entered in percent as opposed to a decimal. Values: • Y - The value is expressed as a percent. • N - The value is not expressed as a percent.UP_STA_100: This is the hundreds value of the upstream stationing.DN_MH: The value is the ID of the structure. This point is the structure that may be a maintenance hole, pump station, junction, etc. The field name DN_MH signifies the structure is the point at the downstream end of the pipe line segment. The field DN_MH is a key attribute to relate the pipe lines feature class to the STRUCTURE_ID field in the physical structures feature class.SAN_PIPE_IDUSER_ID: The name of the user carrying out the edits of the pipe data.WYE_MAT: This is the pipe material as shown on the wye card.WYE_DIAM: This is the pipe diameter as shown on the wye card.SLOPE2: This is the second slope value used for pipe segments with a vertical curve.EST_YR_LEV: This value is the year installed level.EST_MATL: This is the flag determining if the pipe material was estimated.LINER_DATE: This value is the year that the pipe was re-lined.LAST_UPDATE: Date of last update of the line feature.SHAPE: Feature geometry.EST_YEAR: This is the flag indicating if the year if installation was estimated.EST_UPINV: This is the flag determining if the pipe upstream elevation value was estimated.WYE_UPDATE: This value indicates whether the wye card was updated.PCT_ENTRY: This is the flag determining if the slope was entered in percent as opposed to a decimal. Values: • N - The value is not expressed as a percent. • Y - The value is expressed as a percent.PROF: This is the profile drawing number.PLAN1: This is the improvement plan drawing number.PLAN2: This is the supplementary improvement plan drawing number.EST_DNINV: This is the flag determining if the pipe downstream elevation value was estimated.UP_STRUCT: This attribute identifies a number at one of two end points of the line segment that represents a sewer pipe. A sewer pipe line has a value for the UP_STRUCT and DN_STRUCT fields. This point is the upstream structure that may be a maintenance hole, pump station, junction, etc. Each of these structures is assigned an identifying number that corresponds to a Sewer Wye data record. The 8 digit value is based on an S-Map index map

This dataset is available on Brisbane City Council’s open data website – data.brisbane.qld.gov.au. The site provides additional features for viewing and interacting with the data and for downloading the data in various formats.

Brisbane City Plan 2014 is Brisbane City Council's plan for the future development of Brisbane. Brisbane City Plan 2014 is regularly updated with new or amended information. To stay informed about City Plan, including proposed amendments and to receive other Council planning and development updates, you can register your interest.

This feature class is shown on the Regional infrastructure corridors and substations overlay map (map reference: OM-018.1).

This feature class includes the following sub-categories:

(a) Gas pipeline 20m sub-category;

(b) Gas pipeline 100m sub-category;

(c) Oil pipeline 15m sub-category;

(d) Oil pipeline 100m sub-category.

For information about the overlay and how it is applied, please refer to the Brisbane City Plan 2014 document.

The National Highway System (NHS) is a network of strategic highways within the United States, including the Interstate Highway System and other roads serving major airports, ports, rail or truck terminals, railway stations, pipeline terminals and other strategic transport facilities.Stewards: Information Technology, Data Owner: Mapping Unit