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Bracing Connections/Cross-bracing Design Example

Bracing Connections involve the bolting of flat, angle, channel, I-section, and hollow section members to a gusset plate to support the column or other members. The bracing member in a bracing connection can work in tension alone, or in both tension and compression and stabilize the main components by distributing the loads. In this article, we will explore the basics of bracing connections

Bracing connections serve as the backbone of many structural systems, providing lateral stability and helping resist forces like wind, seismic activity, and even the structural loads themselves. These connections transfer loads from the building or structure to the foundation, ensuring that it remains upright and safe even during extreme conditions.

Benefits of Structural Steel

Some benefits associated with the use of structural steel for owners are:

  • Steel allows for reduced frame construction time and the ability to construct in all seasons
  • Steel makes large spans and bay sizes possible, providing more flexibility for owners
  • Steel is easier to modify and reinforce if architectural changes are made to a facility over its life
  • Steel is lightweight and can reduce foundation costs
  • Steel is durable, long-lasting, and recyclable

Unique Aspects of Steel Construction

Procurement and management of structural steel are similar to other materials, but there are some unique aspects to steel construction:

  • Steel is fabricated off-site
  • On-site erection is a rapid process
  • This gives users of structural steel some scheduling advantages
  • Coordination of all parties is essential for achieving potential advantages

Forces on Structures

The structure will be subjected to various kinds of loads (Fig. 1) like

  • Forces from gravity, wind, and seismic events are imposed on all structures
  • Forces that act vertically are gravity loads
  • Forces that act horizontally, such as stability, wind, and seismic events (the focus of this discussion) require lateral load-resisting systems to be built into structures
  • As lateral loads are applied to a structure, horizontal diaphragms (floors and roofs) transfer the load to the lateral load-resisting system.
Forces acting on structures
Fig.1: Forces acting on structures

The type of lateral load-resisting system to be used in a structure should be considered early in the planning stage. Lateral stability and architectural needs must be met

The three common lateral load-resisting systems are:

  • Braced Frames (Fig. 2)
  • Rigid Frames (Fig. 2)
  • Shear Walls
Braced and Rigid Frames
Fig. 2: Braced and Rigid Frames

Steel Frame Connection Types

  • Simple Connections.
  • Moment Connections: Fully Restrained and Partially Restrained.
  • All connections have a certain amount of rigidity.
  • Simple connections (A above) have some rigidity but are assumed to be free to rotate.
  • Partially-Restrained moment connections (B and C above) are designed to be semi-rigid.
  • Fully-Restrained moment connections (D and E above) are designed to be fully rigid.
Steel frame connection types
Fig. 3: Steel frame connection types

Simple Connections

  • Designed as flexible connections.
  • Connections are assumed to be free to rotate.
  • Vertical shear forces are the primary forces transferred by the connection.
  • Require a separate bracing system for lateral stability.
  • The following few slides show some common simple framing connections.

Moment Connections

  • Designed as rigid connections that allow little or no rotation, Used in rigid frames.
  • Moment and vertical shear forces are transferred through the connection.
  • Two types of moment connections are permitted: Fully-Restrained and Partially-Restrained (Fig. 4).
Moment Connections
Fig. 4: Moment Connections

Rigid Frames

  • Rigid frames, utilizing moment connections, are well suited for specific types of buildings where diagonal bracing is not feasible or does not fit the architectural design
  • Rigid frames generally cost more than braced frames

Braced Frames

  • Diagonal bracing creates stable triangular configurations within the steel building frame
  • “Braced frames are often the most economical method of resisting wind loads in multi-story buildings.”
  • Some structures, like the one pictured above, are designed with a combination of braced and rigid frames to take advantage of the benefits of both

Temporary Bracing

  • Structural steel frames require temporary bracing during construction
  • Temporary bracing is placed before plumbing up the structural frame
  • This gives the structure temporary lateral stability
  • Temporary bracing is removed by the erector
  • In a braced frame, temporary bracing is removed after the final bolt-up is complete and the permanent bracing system is in place
  • In a rigid frame, temporary bracing is removed after the final bolt-up is complete

Concentric Braced Frames

Bracing is concentric when the center lines of the bracing members intersect Common concentric braced frames used in buildings today include:

  • Cross brace
  • Two-story X’s
  • Chevron
  • Single diagonals

Cross-bracing design is possibly the most common type of braces. Bracing can allow a building to have access through the brace line depending on the configuration

Cross-Bracing Design Example

  • The diagonal members of Cross bracing go into tension and compression similar to a truss.
  • The multi-floor building frame elevation shown above has just one braced bay, but it may be necessary to brace many bays along a column line
  • With this in mind, it is important to determine the locations of the braced bays in a structure early in a project
  • Connections for X bracing are located at the beam-to-column joints
  • Bracing connections may require relatively large gusset plates at the beam-to-column joint
  • The restriction of space in these areas may have an impact on the mechanical and plumbing systems as well as some architectural features
Different types of Bracing
Fig. 5: Different types of Bracing

Chevron Bracing

  • The members used in Chevron bracing are designed for both tension and compression forces
  • Chevron bracing allows for doorways or corridors through the bracing lines in a structure
  • Chevron bracing members use two types of connections
  • The floor-level connection may use a gusset plate much like the connection on X-braced frames
  • The bracing members are connected to the beam/girder at the top and converge to a common point
  • If gusset plates are used, it is important to consider their size when laying out mechanical and plumbing systems that pass through braced bays

Eccentrically Braced Frames

  • Eccentric bracing is commonly used in seismic regions and allows for doorways and corridors in the braced bays
  • The difference between Chevron bracing and eccentric bracing is the space between the bracing members at the top gusset connection
  • In an eccentrically braced frame bracing members connect to separate points on the beam/girder
  • The beam/girder segment or “link” between the bracing members absorbs energy from seismic activity through plastic deformation
  • Eccentrically braced frames look similar to frames with Chevron bracing
  • A similar V-shaped bracing configuration is used

Combination Frames

Figure showing Combination Frames
Fig. 6: Figure showing Combination Frames
  • As shown in Fig. 6 (left) a braced frame deflects like a cantilever beam while a moment-resisting frame deflects more or less consistently from top to bottom
  • By combining the two systems, reduced deflections can be realized
  • The combination frame is shown above right

Few more useful resources for you..

Structural Platforms: An In-Depth Guide
A Short Presentation on Pile Foundation and its Design
An article on Tank Pad Foundation
An Introduction to Braced Connections
A short article on “Sun Shade for oil and gas industry and their Design”
Considerations for Project Site Selection

Pump-Piping Alignment Check Methodology using Caesar II

Meaning of Pump Alignment Checking

“Alignment Checking” this term is quite familiar to piping engineers and all construction engineers. During piping installation at the construction site, it is expected that the equipment flange should match perfectly (aligned) with the piping flange so that during bolting no problem occurs.

But achieving that perfect alignment is very difficult. If this alignment for rotary equipment is not proper then there may be several problems in the future during operation which may lead to vibration of equipment/piping system or in some situations equipment failure.

Code Guidelines Regarding Rotary Equipment Alignment

American Petroleum Institute code API RP 686 provides the data for acceptable deviation from the ideal perfect alignment. As per the code if the vertical and horizontal deviation of the piping flange and rotary equipment flange centerline is within 1.5 mm and parallelism (rotation) is within 0.0573 degrees then the alignment is accepted otherwise means to be devised to bring the deviation within those values.

While performing stress analysis of rotary equipment connected piping systems in Caesar II we can very easily ensure this limitation. The following write-up will describe the step-by-step method of doing the same.

Alignment

 Alignment check of nozzle flange shall be performed for all Rotating Equipment like Centrifugal Compressor, Steam Turbine, Centrifugal Pumps, Gear Pumps, etc as per the following procedure.  

Alignment checking using Caesar II

Ensure the correct weight of the pipe (with proper thickness), Support weight (dummy pipe), Weight of valves, flanges, and any in-line items.

Consider Insulation density carefully (equivalent insulation density to be correctly fed with insulation & cladding weight, Check insulation on dummies for cold insulated lines).

Model all branch piping (like drip legs etc.) greater than 2 inches.

Discuss with a piping lead engineer the requirement of any maintenance flanges (Normally for steam turbine or centrifugal connected lines the maintenance flange is recommended) and include it if required.

Minimize the sustained load on the equipment nozzle as much as possible during the static analysis run of the Caesar model.

Normal industry practice is to analyze the Alignment checking in a separate file. So rename the static file as Filename_Alignment.C2

Make the equipment nozzle anchor flexible or remove the displacement if the anchor was not modeled. You can delete the equipment also if required.

Wherever spring support is used, define spring rate and cold load in case of variable effort spring & Constant effort support load in case of constant effort spring.

After performing the above create one additional load case in Caesar II as mentioned below:

WNC+H SUS System with spring hanger
WNC SUS System without spring hanger

Set the spring hanger as “As designed”.(Two load cases can be generated for spring As designed and rigid condition)

WNC Checking in Caesar II for Rotary Equipment
Fig. 1: WNC Checking in Caesar II for Rotary Equipment

Now run the analysis and check the displacements of the nozzle at the above-mentioned load case (WNC or WNC+H, as applicable) and limit them within below mentioned values:

Vertical deflection (Normally DY): +/- 1.5 mm
Horizontal displacement (sqrt sum of DX and DZ): +/- 1.5 mm
Parallelism (sqrt sum of RX and RZ): 0.0573 degrees.

In case, the above limitations are not met then re-analyze by readjusting the spring and other supports and do the simulation.

Few Notes for Pump Alignment Checking

  • An alignment check is to be performed for both inlet and outlet lines.
  • An alignment check must be performed with the spring under both “As designed” and in “locked” condition.
  • To avoid small misalignment in the vertical direction first support from the rotary equipment nozzle is used either spring support or adjustable type support.
  • For top nozzles, the advantage of the equipment can be taken (with approval from the client) as the equipment flange will support the piping flange during alignment.

Few more Useful Resources for you..

Shaft Alignment Methodology for Compressor and Driver
Connection procedure (Alignment) of Process Piping with Rotating Equipments: An Article
Alignment Check Methodology in Piping Stress Analysis using Caesar II
Few articles related to Pumps
Piping Design and Layout Basics

Pump Installation Checklist and Best Practices

Pump installation with proper methodology is an important activity. Improper pump installation could lead to vibration issues during pump operation. In this article, we will explore the pump installation best practices and pump installation checklists to reduce vibration problems.

What is Pump Installation?

Pump installation can be defined as the procedures or steps required to employ in the placement, alteration, and preparation for the operation of the pump without difficulty. Pump installation refers to the process of setting up and placing a pump system in its intended location, ensuring it is properly connected to the necessary components, and making it ready for operation. The goal of pump installation is to ensure that the pump operates efficiently, safely, and reliably in its intended application. Proper installation is essential to prevent issues such as leaks, vibrations, misalignment, and premature wear, which can lead to pump failure and reduced performance.

Steps for Pump Installation

Installing a pump correctly is essential for its efficient and safe operation. The actual pump installation steps may vary slightly depending on the types and models of pumps. However, in general, the following steps can be followed:

  • Step 1: Read the instruction manual thoroughly to understand any specific requirements and guidelines.
  • Step 2: Use a rigid, strong, and stable pump foundation. It should be level, secure, and clean of debris.
  • Step 3: Install the pump base on the foundation.
  • Step 4: In the next step, install the pump and the driver on the baseplate.
  • Step 5: Add oil to the proper level in the bearing housings
  • Step 6: Check initial pump alignment.
  • Step 7: Connect the suction and discharge piping.
  • Step 8: Complete a second alignment check, and readjust piping as needed. For long-term operation, proper alignment is critical.
  • Step 9: Perform a rotational check of the driver by disengaging the coupling element.
  • Step 10: Verify that the pump settings are correct.
  • Step 11: Install all ancillary equipment; coupling, and/or insert.
  • Step 12: Perform a pre-startup check, valves, electrical connections, etc., and prime the pump
  • Step 13: Recheck the pump alignment to ensure that fluid weight in the piping is not causing a misalignment.
  • Step 14: Start the pumping unit and verify that the pump is delivering the desired flow rate and pressure by checking pressures, flows, temperature, and other indicators.
  • Step 15: If there is any problem, make the necessary adjustments and rerun the pump.

Checklist for Pump Installation

Normally, organizations prepare a pump installation checklist to ensure that all relevant points are taken care of to ascertain the proper working of the pump. Most of such points are normally mentioned in detail in the pump operating manual provided by the pump manufacturer. Those points in the shorter form are listed in the pump installation checklists so that nothing is missed during actual installation time.

A pump installation checklist and best practices will ensure that major checkpoints are taken care of without missing any important considerations. The pump installation checklist is a document that lists in order of preference the considerations one must follow during the installation process. The checklist is usually grouped into various parts like:

  • Pump Pre-installation checklist
  • Pump Installation checklist
  • Pump Start-up checklist, etc

For the proper functioning of the centrifugal pumps in any plant, the following points need to be taken care of while installing.

Checking the site before the pump installation

The engineer should perform the following checks before the pump installation:

  • Make sure the foundation concrete is of sufficient strength.
  • Only place the pump set on a foundation whose concrete has been set firmly.
  • Only place the pump set on a horizontal and level surface.
  • Refer to the weights given in the Pump general arrangement (GA) drawing.
  • All structural work required must have been prepared in accordance with the dimensions stated in the outline drawing/general arrangement drawing.

Improper pump installation in potentially explosive atmospheres

Pumps required to operate in explosive atmospheres should ensure the following pump installation checks

  • Comply with the applicable local explosion protection regulations.
  • Observe the information in the datasheet and on the nameplates of the pump and motor.

Installing the pump assembly

Always install the pump set in a horizontal position to ensure proper self-venting of the pump. Refer to Fig. 1:

Figure showing the foundation of pump
Fig. 1: Figure showing the foundation of the pump

Position the pump on the foundation and use a spirit level to align the shaft and discharge nozzle. Permissible deviation: 0.2 mm/m. If required, use shims (2) to adjust the height. Fit shims between the baseplate/foundation frame and the foundation itself; always insert them to the left and right of the foundation bolts and in close proximity to these bolts.

For a bolt-to-bolt clearance > 800 mm, insert additional shims halfway between the adjoining holes. All shims must lie perfectly flush.

Insert the foundation bolts (4) into the holes provided. Use concrete to set the foundation bolts (4) into the foundation. Wait until the concrete has been set firmly and then align the baseplate. Tighten the foundation bolts (4) evenly and firmly.

Grout the baseplate using low-shrinkage concrete with standard particle size and a water/concrete ratio of ≤ 0.5.

Produce flowability with the help of a solvent.

For low-noise operation, the pump set can be mounted on vibration dampers upon confirmation by the manufacturer. In this case, only fasten the flexible elements at the baseplate after the piping has been connected.

Expansion joints can be fitted between the pump and the suction/discharge line.

Observe the permissible forces and moments at the pump nozzles and Take appropriate measures to compensate for the thermal expansion of the piping.

Check and ensure that the suction lift line/suction headline has been laid with a rising/downward slope towards the pump.

The nominal diameters of the pipelines are at least equal to the nominal diameters of the pump nozzles.

To prevent excessive pressure losses, adapters to larger diameters have a diffuser angle of approximately 8°.

Thoroughly clean, flush, and blow through all vessels, pipelines, and connections (especially of new installations). Before installing the pump in the piping, remove the flange covers on the suction and discharge nozzles of the pump.

Use a filter with laid-in wire mesh (mesh width 0.5 mm, wire diameter 0.25 mm) of corrosion-resistant material. Use a filter three times the diameter of the piping. Conical filters have proved suitable.

The volute casing and casing/discharge cover take on the same temperature as the fluid handled.

Make sure the space between the casing cover/discharge cover and the bearing cover is sufficiently vented. Never close or cover the perforation of the bearing bracket guards. Never insulate the casing cover and the bearing bracket.

Make sure that the coupling is correctly aligned at all times. Always check the coupling after the pump has been installed and connected to the piping. Also, check the coupling of pump sets supplied with the pump and motor mounted on the same baseplate. Refer to Fig. 2.

Checking the spacer-type coupling with a dial gauge
Fig. 2: Checking the spacer-type coupling with a dial gauge

Mark the installation position of the coupling by dotting marks (balancing condition).

Remove the coupling spacer. While the pump’s coupling is disengaged, also check the direction of rotation.

Check the alignment of the coupling halves with a dial gauge (see Fig. 2). Admissible run-out of coupling face (axial) maximum 0.1 mm. Admissible radial deviation, measured over the complete circumference, maximum 0.2 mm.

After having installed the pump set and connected the piping, check the coupling alignment and, if required, re-align the pump set (with the motor). Any differences in shaft center height between the pump and the motor are compensated by means of shims.

Check the coupling alignment.

Unscrew the hexagon head bolts at the motor. Insert shims underneath the motor feet until the difference in shaft center height has been compensated. Refer to Fig. 3.

Pump Set with Shim
Fig. 3: Pump Set with Shim

Re-tighten the hexagon head bolts. Check that the coupling and shaft can easily be rotated by hand.

Always operate the pump set with a coupling guard. If the customer specifically requests not to include a coupling guard in the Vendor’s delivery, then the operator must supply one! Observe all relevant regulations for selecting a coupling guard.

Reinstall the coupling guard and step guard, if any. Check the distance between the coupling and the coupling guard. The coupling guard must not touch the coupling.

Check the available mains voltage against the data on the motor nameplate.

Select an appropriate start-up method. Change the motor’s direction of rotation to match that of the pump.

Observe the manufacturer’s product literature supplied with the motor. Never check the direction of rotation by starting up the unfilled pump set. Separate the pump from the motor to check the direction of rotation.

Never insert your hands or any other objects into the pump. Check that the inside of the pump is free from any foreign objects.

The correct direction of rotation of the motor and pump is in the clockwise direction (seen from the motor end). If the direction of rotation is incorrect, check the connection of the motor and the switchgear, if any.

Overall, the pump installation should consider safety as the topmost priority.

Few more Useful Resources for you.

Vibration Related
Pump Related
Piping Design and Layout Basics
Heat Exchanger Related
Vessel Related

Stress Analysis of GRP / GRE / FRP Piping using START-PROF

GRP / GRE / FRP / HDPE piping modeling in START-PROF is as easy as for steel piping. Your job is only to select the appropriate code and choose the material. That’s all!

Difference between GRE/GRP/FRP and Steel

The main differences between GRP / GRE / FRP piping to steel piping are:

The material is orthotropic. The stress values in axial as well as hoop direction need to be considered during analysis. Mechanical properties needed for analysis differ from steel piping: Ea – Elasticity modulus in the axial direction, Eh – Elasticity modulus in the hoop direction, G – Shear modulus, vh/a – Poisson ratio hoop/axial, va/h – Poisson ratio axial/hoop. Material properties are different for each vendor, so please ask the manufacturer for the values needed for stress analysis in the database.

Linear expansion for GRP / GRE / FRP piping is much greater than for steel piping. Pressure elongation is significant (Bourdon effect), and thermal expansion is also great. Due to uneven heating of pipe wall thickness, the real thermal expansion is lower than thermal expansion for the full temperature range. To consider this piping behavior thermal expansion is multiplied by the temperature range factor which is usually considered 0.85.

A long-term failure envelope is used instead of single allowable stress. See the material database for more details. Allowable stresses depend on load type factor f2, temperature factor A1, chemical resistance factor A2, and fatigue factor A3. A different envelope is used for pipes and fittings.

Modeling of GRP / GRE / FRP / Reinforced HDPE Piping using PASS/Start-Prof

To model GRP / GRE / FRP piping choose ISO 14692 code. This code is also suitable for modeling reinforced HDPE or other plastic piping:

Selecting piping code for Analysis
Selecting the piping code for Analysis

Then select material from the database:

Selecting the Material Database
Selecting the Material Database

That’s all. All other job is the same as steel piping.

The material Database contains all material properties. If there’s no material you need in the database, please ask your vendor to fill the table and add it to the database manually. Future pipe industries and NOV already provided needed data and it is included in the START-PROF database.

Selecting the Material Database
Sample Failure Envelope for GRE/GRP/FRP

All load cases for the ISO 14692 code will be created automatically. Just draw piping. After analysis, you get results according to ISO 14692 code.

Output Results after Analysis
Output Results after Analysis

Also, we did a job for the vendor of MRPP pipes to add material properties into the START-PROF database for 50-year service life, and now START-PROF is used for stress analysis of MRPP piping.

MRPP – an HDPE pipe, reinforced by a rigid steel carcass made of a welded wire.

MRPP
MRPP Pipes
MRPP Pipes

Stress Analysis Methodology

The complete video explaining the stress analysis methodology using Start/Prof is given below for your quick reference.

Download the FRP piping example file. See how to open the piping model file.

Online Video Course of FRP/GRP/GRE Pipeline Stress Analysis using Caesar II

If you are interested in learning FRP/GRE/GRP Piping Stress Analysis using Caesar II software, you can have a look at the following online video course

Rigid Struts- Definition, Applications, and Modeling in Caesar II

What is a Rigid Strut?

A rigid Strut is a dynamic restraint that is used specifically to reduce dynamic loads. They act as compression as well as tension element. Struts can also be a good alternative to the normal piping guide supports. The strut assembly consists of two rods joined by a structural steel member. They are selected from the vendor catalog considering the maximum load that has to be restrained.

Rigid Struts are used to provide a rigid connection between the piping and supporting structure. Using their pivot connection, rigid struts allow a small angular displacement in the range of (+/-) 7 degrees. This allows a little pipe thermal movement in a singular direction.

Refer to my earlier post “A Brief Description of Sway Brace, Strut and Snubber ” for the basics of working and the uses of Rigid Struts. This article will explain the step-by-step methods for modeling the Rigid strut using the software Caesar II.  

Rigid Strut Modeling in Caesar II

The steps involved in Strut modeling are as follows:  

1. Find out the direction in which restriction of movement is required (Assume X direction) and the location of the strut installation. For reducing thermal loads to be carried by rigid struts it is preferable to choose thermal null points if feasible.

2. Double-click on the restraints checkbox in the Caesar spreadsheet and model restraint X with a 0 mm gap and with no friction. Keep the stiffness K1 box blank.

3. Run Caesar Analysis and found out the force in that node.

4. Enter into any catalog (like C&P, Lisega, PTP, Anvil, Binder, etc) and select the appropriate rigid strut depending on that force (For your reference strut selection table has been reproduced in Fig. 1 from C&P Catalogue).

5. Obtain the stiffness value for the strut from the catalog and enter this value in restraint stiffness (K1) which u left blank in the initial stage.

6. Run the analysis to obtain results.

Rigid Strut Selection table
Fig. 1: Strut Selection Table from C&P Catalogue

Typical Application of Rigid Strut

Rigid Struts are used in Turbine and Compressor connected lines near the nozzle connections to take advantage of very little friction. Otherwise, struts can be used as a substitute for guide supports where the steel structure is not available for using standard guides.

Rigid Strut Ordering Information

Rigid struts are usually made of carbon steel. While selecting a rigid strut, its load-carrying capability must be checked from the manufacturer catalog. The important ordering information is:

  • Strut Length
  • The required load-carrying capability.
  • End connections.
  • Surface finish required.

Few more Resources for You…

Brief Description of Sway Brace, Strut and Snubber (Dynamic Restraints)
Modeling of Sway Braces in Caesar II
Modeling of Rigid Strut in Caesar II
Snubber Modeling in Caesar II

What is Winterization? Requirements for the Basic Design of Winterization Systems

Winterization Systems are required in refineries, petrochemical plants, and similar plants to protect equipment and piping against solidifying or coagulation of contents. Winterization in processing plants is normally achieved by using Steam Tracing, Steam Jacketing, Electrical Tracing, or Process Heating. This article will highlight the requirements for the basic design of the Winterization System.

Data Required for Winterization System Design

The data to be used for the design of winterization should be obtained from, but not limited to, the following documents ;

Plants Requiring Winterization

  • Winterization for process fluids shall be considered in all circumstances, appropriately for the fluids and local ambient conditions.
  • Winterization of water and steam condensate piping

The following table gives criteria for the requirement of winterization

Criteria for Winterization Requirement
Fig. 1: Criteria for Winterization Requirement

Winterization of Process Piping

Basic Principle:

Process piping where the pour point or solidifying point of the internal fluid is higher than the lowest ambient temperature shall be winterized. Unless otherwise specified, the fluid temperature shall be maintained above the solidifying point or at least 10°C above the pour point.

For liquid sulfur lines, steam jacket piping or electric heat tracing shall be applied to maintain the fluid temperature between 118 °C and 158°C.

For highly viscous fluids such as asphalt and bitumen, the fluid temperature shall be maintained, applying steam tracer piping or steam jacket piping, at temperatures exceeding the pour point +10°C or temperatures giving a kinetic viscosity of 300 CST (Allowable maximum viscosity during the use of centrifugal pumps) or lower, whichever is higher.

Appropriate measures to prevent fluids from temperature drop are taken for piping in which fluids are always flowing (on-stream) while the plant is being operated. The necessity of winterization, therefore, should be studied for the case where the plant stops operating.

Tank yards have many items of piping, in which fluids are not always flowing (not on-stream). Care should be taken on this point.

Winterization Requirements for Liquid Lines

The following winterization requirements should be applied to the liquid lines containing a fluid that has a higher pour point or solidifying point than the lowest ambient temperature.

(1) Winterization Philosophy for Lines always on-stream:

  • (a) Bare pipelines, in which the liquid is likely to coagulate within about 12 hours after the liquid stops flowing, should be hot insulated.
  • (b) Hot-insulated lines, in which the liquid is likely to coagulate within about 12 hours after the liquid stops flowing, should be steam traced, even though the liquid operating temperature is high.

(2) Winterization Philosophy for Lines not always on-stream (liquid-filled lines):

Every size of piping should be steam traced and hot insulated regardless of liquid temperatures.

The same criteria should also be applied to the following lines.

  • Bypass lines for startup and shutdown
  • Liquid blowdown lines
  • Slop oil lines
  • Standby lines in the area around the pump
  • Lines to remove a small amount of water
  • Instruments (LG, PG, and lead piping of PT, etc.)
  • Liquid relief valves and their inlet/outlet lines
  • Control valve bypass lines
  • Chemical injection lines
  • Makeup water lines
  • Sampling lines

Vents and drains provided for the line should, in principle, be hot insulated; the requirement of steam tracing should be according to the line conditions.

(3) Winterization requirements for Lines not always on-stream (usually empty)

Such lines should be sloped so as not to form pockets and should also be provided with steam purge connections to completely empty the inside; otherwise, they should be only hot insulated.

(4) Other requirements for Winterization

  • Lines, in which highly viscous fluids such as heavy fuel oil flow, should be steam traced.
  • Caustic solution and amine solution lines should be steam traced when the freezing point of the solution is higher than the lowest ambient temperature.
  • Steam tracing of caustic and amine solution lines should be provided with insulating spacers to prevent alkali embrittlement.

Winterization Requirements for Vapor Lines Saturated with Steam

(1) Winterization for Lines always on-stream

  • (a) The upstream side of the lines of orifice plates or control valves, in which steam could possibly condense, should be hot insulated. The amount of condensate generated from the gas line has to be calculated by estimating the temperature drop and consequent partial pressure decrease of steam.
  • (b) Lines, in which freezing of condensed water is likely to cause trouble with continuous operation, should be steam traced.
  • (c) Lines are properly sloped so as not to accumulate condensate.
  • (d) Lines in which ice or hydrate can be possibly formed on depressuring should be steam traced.

(2) Winterization for Lines not always on-stream

Piping should preferably be free draining. The following items should be steam traced.

  • – Instruments (such as LG, LT, PG, and lead pipes of PT)
  • – Bypass lines for control valves
  • – Inlet line of a relief valve. In some cases, lines should only be hot insulated depending on pipe size and length, considering heat loss.

Winterization Requirements for Vapor Lines with Higher Dew Point Fluid

The following requirements should be applied to the vapor lines containing fluid that has a dew point higher than the lowest ambient temperature.

(1) Lines always on-stream

  • (a) The upstream side of the lines of orifice plates or control valves, in which vapor could possibly condense, should be hot insulated.
  • (b) Lines, in which condensate is likely to solidify or is corrosive, should be steam traced.
  • (c) Lines, in which condensate is likely to freeze or coagulate due to depressurization during shutdown operation, should be steam traced.
  • (d) Piping should preferably be free draining.
  • (e) Pockets where condensate accumulates, which may have adverse effects on the indications of instruments (such as PG, and lead pipes of PT), should be steam traced.
  • (f) Lines, which are likely to have adverse effects on continuous operation due to the condensing of the fluid, should be hot insulated.

(2) Lines not always on-stream

Typical example of steam tracing system
Fig. 2: Typical example of a steam tracing system

Winterization of Utility Piping

Water Piping-Main pipes should, in principle, be buried below the freezing depth. Aboveground piping or underground piping buried above the freezing depth should comply with the requirements of “Winterization of Process Piping”.

Described below are precautions, in particular, for water piping.

  1. Piping of 2″ or less should be heat traced and hot insulated.
  2. For piping of 3″ or larger, which is always on-stream, measures should be established to ensure that water flow is not interrupted, as far as possible. Along with this, temperature drops in winter have to be calculated, and the piping should be hot-insulated for freeze-proofing as necessary.
  3. Piping, which is not always on stream, should be heat traced and hot insulated.
  4. A circulation line should be provided at the terminal of each header so as not to stop flowing.
  5. For pump coolers, water should also be circulated into spare stand-by pumps in order to minimize freezing trouble.

Winterization for Air and Nitrogen Piping

Special attention should be paid to the following.

  • Instrument air and nitrogen contain little moisture. Instrument air and nitrogen piping, therefore, are not required to be hot insulated; such piping should be constructed of materials for low-temperature services considering the lowest ambient temperature.
  • When plant air is dry, plant air piping may be bare. When it is not dry, it should be steam traced and insulated.

Winterization for Steam Piping

Attention should be paid, in particular, to the following items.

  • Steam traps should be installed in lines where condensate is likely to accumulate such as pockets or control valve bypass lines.
  • Even for the lines not frequently used, a steam trap should be installed at the inlet of each block valve to prevent freezing

Winterization for Steam Condensate Piping

  • 1½” or smaller steam condensate piping should be heat traced and hot insulated.
  • 2″ or larger steam condensate piping, which is always on-stream during plant operation, should be hot insulated.
  • 2″ or larger steam condensate piping, which suffers from the intermittent flow of condensate accumulation for long periods of time, should be heat traced and hot insulated.

Winterization of Equipment

(1) Equipment requiring winterization:

  • (a) Equipment containing water and where water accumulates for a long period of time, such as separators, flash drums, and receiver boots, from which water has to be removed.
  • (b) Equipment containing fluids with a high pour point, high solidifying point, or high viscosity, will cause coagulation or hard-to-flow conditions.
  • (c) Equipment that is likely to have adverse effects on the entire unit, due to the partial condensation of hydrocarbons in gas, such as fuel gas drums.
  • (d) Equipment handling chemicals, such as caustic soda solution drums and inhibitor drums.

(2) Winterization of static equipment:

  • (a) Of towers, vessels, and heat exchangers, those handling fluids that may freeze should be provided with a drain valve at a position allowing the fluids to be drained completely during the suspension of plant operation.
  • (b) Parts of vessels (boots, etc.) that come into contact with water, nozzles, valves, and piping should be heat traced and hot insulated.
  • (c) No winterization is required for the equipment which can be heated by internal or external heating coils or similar facilities, even if the equipment contains liquid during plant shutdown.

(3) Winterization of air-cooled heat exchangers:

  • (a) Winterization of air-cooled heat exchangers should be subject to the requirements of API standard 632.
  • (b) Louvers should be installed to prevent excessive cooling when the inside tube skin temperature in winter decreases to lower than the freezing point or pour point of the fluid passing through the tube.
  • (c) For air-cooled heat exchangers handling heavy oils with a high pour point or viscosity, steam coils should be provided to prevent the plugging of tubes due to excessive cooling. The use of a hot-air circulation system may be considered necessary.
  • Data on the consumption of steam by air-cooled heat exchanger steam coils should be obtained from the manufacturer, together with the criteria for use.

Operation Mode Change

Winterization is studied per season, in view of energy saving, and is incorporated in piping design. Such cases are increasingly common.

(1) Winterization for water or moisture freezing prevention:

Heat tracing should not be done during seasons in which the lowest temperature is above 0°C.

Experience shows that when the temperature falls to about −5°C, water freezes, and bare piping, therefore, breaks at pockets.

(2) Winterization to maintain process fluid temperature higher than its pour point/solidifying point:

Heat tracing may be suspended per season according to the pour/solidifying points of the process fluid.

The heat tracing of the equipment and piping handling process fluids with 10°C or lower pour point may be suspended during seasons in which the lowest temperature exceeds 15°C. Seasons may be divided into two groups, for example, the summer season and the winter season, in view of the complexity of the operation.

Selection of Heat Tracing Method for Winterization

Heat tracing (Fig 2) for winterization should be steam tracing, as a rule. Electric tracing may be applied for the winterization of equipment and piping located away from the steam supply source or located in positions to which it is difficult to supply steam. Also, where the fluid is required to be maintained at 200°C or higher, electric tracing may be considered. Where steam cannot be used because of the properties of the internal fluids, hot water tracing may be applied.