Piping routing: Piping systems are like arteries and veins of any plant in which fluid have carry from one piping system another system. In a modern city piping is used for transporting water from one sources of water supply to the points of distribution; convey waste from residential and commercial buildings and other civic facilities to the treatment facility or the point of discharge. Similarly, pipelines carry crude oil from oil wells to refineries for processing and then carrying to tank farms for storage.
The natural gas transportation and distribution lines convey natural gas from the source and storage tank forms to points of utilization, such as power plants, industrial facilities, and commercial and residential communities.
In chemical plants, paper mills, food processing plants, and other similar industrial establishments, the piping systems are utilized to carry liquids, chemicals, mixtures, gases, vapours, and solids from one location to another.
The fire protection piping networks in residential, commercial, industrial, and other buildings carry fire suppression fluids, such as water, gases, and chemicals to provide protection of life and property. The piping systems in thermal power plants convey high-pressure and high-temperature steam to generate electricity.
Other piping systems in a power plant transport high- and low-pressure water, chemicals, low-pressure steam, and condensate. Sophisticated piping systems are used to process and carry hazardous and toxic substances. The storm and wastewater piping systems transport large quantities of water away from towns, cities, and industrial and similar establishments to safeguard life, property, and essential facilities.
The design, construction, operation, and maintenance of various piping systems involve understanding of piping fundamentals, materials, generic and specific design considerations, fabrication and installation, examinations, and testing and inspection requirements, in addition to the local, state and federal regulations
Piping includes pipe, flanges, fittings, bolting, gaskets, valves, and the pressure containing portions of other piping components. It also includes pipe hangers and supports and other items necessary to prevent over pressurization and overstressing of the pressure-containing components.
It is evident that pipe is one element or a part of piping. Therefore, pipe sections when joined with fittings, valves, and other mechanical equipment and properly supported by hangers and supports, are called piping.
Piping standard for selection of pipe
ASME B36.10M Welded and Seamless Wrought Steel Pipe
ASME B36.19M Stainless Steel Pipe
Point to consider while doing the piping routing
Piping routing shall be routed such way that the optimum piping layout is achieved in terms of process requirements, ergonomics, operation, inspection and maintenance. Having considered these factors, the number of flanges, fittings, valves and welds shall be minimized which helps to reduce the cost of the project.
All 90 deg elbows shall be long radius. If there is somewhere impractical to use long radius elbow, the application of short radius elbows shall be clarified with projects.
In situations where in-line equipment (e.g. control valves) with a higher ASME rating class than the run pipe is fitted, the connecting flanges shall have the same rating as the in-line equipment.
In a pipe rack the heaviest and or the hottest pipes should be located at the sides of the pipe rack to provide space for expansion loops and to reduce the moments in the beams caused by the weight and thermal expansion of the pipes.
Elevation of pipes routing should be determined considering the height of pipe shoe, cradle, saddle height, HSE, Operability etc.
In process units where the layout requires that main unit pipe racks intersect, different elevations shall be established for lines running north-south and east-west. Pipe should change elevations where entering and leaving the pipe way and, where feasible, at each change of direction of the piping to avoid interference with the routing of future lines or additions to the pipe way.
Changes in elevation should be made with 90 degree elbows and vertical legs 45 degree elbows should not be used it their use interferes with the future space.
Piping shall be arranged to allow the removal of equipment without removing the block valve adjacent to the equipment and large quantities of associated equipment of piping. Put the break up flange while pipe connecting to equipment.
Pockets shall be avoided in process lines, flare lines, lines carrying caustic, acid, or materials that may congeal or freeze or in lines containing solids that may settle out. Pockets shall also be avoided in piping in which corrosive condensate may form.
If a piping system operating above 0º C is connected to a system operated at 0º C or below, the first 50 times of pipe diameter (with a maximum of 10 m) long part of the former shall be designed according to the specifications of the lower temperature system.
Both Insulated and uninsulated lines passing through concrete such as walls, decks, and paving shall be installed with insert pipes or sleeves. Both the insert pipe and the sleeve shall be coated for corrosion protection as well as penetrating pipe. Each end of the sleeve shall be sealed with a material having the appropriate fire rating.
Austenitic stainless steel piping shall be protected against zinc embitterment which may result from molten zinc dripping from galvanized steel on a design condition (except fire condition). This may be done either by not locating the austenitic stainless steel piping underneath zinc-containing items or by installing protective shields (for austenitic stainless steel piping which is insulated, the cladding is considered to be sufficient protection).
A piping system shall be designed for the most severe conditions to which it may be subjected. The following may determine the design conditions:
Steaming-out pressure and temperature;
Pump shut-off pressure;
Vacuum caused by cooling and possible condensing of trapped medium
Piping routing design for critical lines shall be confirmed and fixed at the early design stage. The execution procedure shall be confirmed with project at the job stage
Pipe spacing between two pipes
To permit ready access for the removal or maintenance of piping’s, a minimum side clearance of 25 mm shall be provided between piping’s. Thermal movements, thickness of insulation to be applied and the maximum diameter of flanges shall be considered in determining location of piping’s with side clearances. Space for connection of instrument piping or tubing to in-line instruments shall also be considered.
Minimum side clearance between piping and structure shall be 50 mm.
Bottom elevation of the pipe running on sleeper shall be minimum 400 mm from the ground.