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API RP 581 - 3rd Ed.2016 - Add.2-2020 - Risk-Based Inspection Methodology

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5-16 API RECOMMENDED PRACTICE 581

leak

Bbl n

d) STEP 11.4 – Calculate the release volume from leakage, , for each release hole size using

rate

Equation (5.45) based on the release rate,

n , from STEP 11.1, the leak duration,

ld

n , from STEP

Bbl

11.3, and the total volume,

total

, from STEP 10.2.

{ }

leak

Bbln = min ⎡⎣ raten ⋅ldn , Bbltotal

⎤⎦ (5.45)

rupture

Bbl n

e) STEP 11.5 – Calculate the release volume from a rupture,

Bbl

Equation (5.46) based on the total volume,

total

, from STEP 10.2.

Bbl

rupture

n

, for each release hole size using

= Bbltotal

(5.46)

Determine the Financial Consequences

The step-by-step procedure for estimating the financial consequence is in accordance with Section 4.12.7.

The financial consequences for the storage tank bottom are calculated with the steps provided below:

• Damage cost to surrounding equipment in accordance with Section 4.12.3 is not applicable for

storage tank bottom component

• Business interruption costs in accordance to Section 4.12.4

• Potential Injury costs in accordance to Section 4.12.5 is not applicable for storage tank bottom

component

Calculation of Storage Tank Bottom Financial Consequence

The step-by-step procedure for determining Financial COF is as follows:

a) STEP 12.1 – Determine the following parameters:

1) P

lvdike – percentage of fluid leaving the dike

2) Plvdike − onsite – percentage of fluid that leaves the dike area but remains on-site

3) P – percentage of fluid that leaves the site area, but does not enter nearby water

lvdike− offsite

The storage tank Environmental financial consequence for the bottom can be calculated following the steps

provided below.

b) STEP 12.2 – Determine the environmental sensitivity to establish C

indike , Css − onsite , Css −

, C

offsite water ,

C

subsoil , and C from Table 4.6.

groundwater

c) STEP 12.3 – Determine the seepage velocity of the product, vels −

, using Equation (5.34).

prod

d) STEP 12.4 – Determine the total distance to the ground water underneath the storage tank, s , and

gw

the time to initiate leakage to the ground water, t gl

.

t

gl

s

gw

= (5.47)

vel

s,

prod

e) STEP 12.5 – Determine the volume of the product for each hole size in the subsoil and ground water

where the leak detection time, t ld , is determined in STEP 11.2.

Bbl = Bbl

⎛t

− t ⎞

for t < t

⎝ ⎠

leak

leak ld gl

groundwater,

n n ⎜ ⎟

gl ld

tld

(5.48)

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