Tank Roof Design - Constructability

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Transcript of Tank Roof Design - Constructability

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    Rule-of-thumb for tank roof plate thickness calculation says:

    P x R Where:t =

    ( S x J x M )

    + CA

    P.- Design (Internal) PressureR.- Roof Normal radius

    S.- Material Allowable Stress (Carbon Steel)

    J.- Join efficient

    M.- Temperature reduction factor

    CA.- Corrosion allowance

    If we are going to use standard Carbon Steel as the tank construction material (we will)and we want to use minimum commercial plate thicknesses for instance: 1/4 inch- to

    conform tank roof (and we want), there are two variables we can play with to make that

    happen:

    Roof Normal radius (R); and Design Internal- Pressure (P)

    Roof Normal radius

    In order to make the Normal Radius (R) smaller, we can increase the inclination of theroof. However if we increase that inclination too much we will be introducing the

    requirement of a top access platform see figure 1- with the consequent increase inconstructability issues (like not being able to use automatic welding machine due to the

    roof inclination) and cost of the tank (additional steel for platforms and roof are in

    excess)

    R1R2

    12

    0,75 - 2

    12

    > 2

    No roof platformrequired

    Roof platform

    required

    R1 > R2

    Fig. 1 Impact of blanketing gas pressure on Atm. Tanks Constructability

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    Having said all that, what Y&V is trying to accomplish is to get included into theConstructability Check List the following issue:

    Description

    Blanketing pressure for atmospheric tanks should be set to a value as low as possible inorder to avoid increasing the thickness and the inclination of the tank roof as well as the

    requirement for top-tank access platforms. Interdisciplinary coordination (Control

    System/Process/Mechanical) is required when setting blanketing pressure for atmospherictanks.

    Impact On

    HSE (hazardous working conditions due to tank roof inclination) Schedule (Not using Automatic Welding Machines due to tank roof inclination

    will introduce delays and lower productivity; or, using plates thicker than inch

    FULL TANK PROTECTION SYSTEM

    Working

    Band

    ERV Relieving Full Flow

    ERV Setting

    PVRV Relieving Full Flow

    PVRV Setting

    Blanketing System Closes

    Atmospheric Pressure

    Vacuum Valve Setting

    7.5

    6.0

    4.0

    0.50

    -1.0

    Design Tank Pressure (MAWP)

    15%9.0

    0

    25%

    50%

    Blanketing System Full Open0.4315%

    Design Tank Pressure (MAWV)

    Droop>

    Fig. 3 Atm. Tanks Pressure sets rule-of-thumb

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    Fig. 4 Atm. Tanks Pressure setsin a previous job