0% found this document useful (0 votes)
1K views15 pages

Stilling Wells Recomendations

A stilling well is highly recommended for accurate level measurement in floating roof tanks, as tank roofs are often not stable enough. It allows for millimeter-accurate readings. For smaller tanks under 5,000 barrels, a stilling well is not required but the tank roof must be proven to be stable. A stilling well should have two rows of holes staggered on both sides, be made of stainless steel, and extend below the zero point for use with a radar level transmitter.

Uploaded by

tutopix
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
0% found this document useful (0 votes)
1K views15 pages

Stilling Wells Recomendations

A stilling well is highly recommended for accurate level measurement in floating roof tanks, as tank roofs are often not stable enough. It allows for millimeter-accurate readings. For smaller tanks under 5,000 barrels, a stilling well is not required but the tank roof must be proven to be stable. A stilling well should have two rows of holes staggered on both sides, be made of stainless steel, and extend below the zero point for use with a radar level transmitter.

Uploaded by

tutopix
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 15

Need of Stilling Well (SW) – as per API

Introduction
 A SW is a ‘should’ – and highly
Field
recommended, as most tank roofs are
instrumentation not stable enough.

System  A SW is the only possibility for


millimeter accurate measurement in
Case Studies floating roof tanks.

 Only for smaller tanks (<5000 bbls.)


the recommendation is dropped.

 Also the Dutch NMI and German PTB


don’t see it as a ‘must’ – but the tank
roof needs to be ‘enough stable’ –
which is hardly the case – you have to
prove the roof is stable enough
(influence < 2-3mm!)

Slide 1
Still pipe design according API

Introduction

Field
instrumentation

System

Case Studies

Slide 2
What our recommendations for SW for Radar are:

Introduction  Preferable two rows – pitch 300mm (depends on viscosity of product)

 Holes staggered on both sides, in a straight vertical line, de-burred – preferably

300mm
Field conically drilled.
instrumentation
 SW diameter:
System  6” for normal hydrocarbons in Fixed Roof Tank

 8” for more viscous products and medium size FRT’s (<50m)


Case Studies  10” for larger FRT’s (when SW is also used anti rotational device’ for the FR)

 2” for Bullets and horizontal cylindrical tanks

 Hole diameter:
 1/10 of pipe diameter)

 Highly recommended for new installations:


 Material: SS

 Separate SW for manual gauging and sampling (4”)

15 cm
 Separate ‘Open’ (perforated) thermo well for temperature measurement

 Thermo well open ended and above ‘water sump’ (if applicable)

30 cm
 End of SW: below zero point (datum plate) and 300mm above bottom so that a reflector
plate can be placed below.

Slide 3
Nominal SW diameter

Introduction
‘Recommended’ and not
Field ‘must or ‘should’!
instrumentation

System

Case Studies

 Realize that this Chapter only contains details for ‘non pressurized tanks’. (All
light hydrocarbons having a Reid vapor pressure above 100 kPa (15 psi) and
underground storage tanks are excluded)

Hence different (smaller!) diameter SW’s are not per se ‘non API
compliant’

Slide 4
Stilling well requirements

Introduction

Field
At any transition (e.g. when using a ball
instrumentation
valve or mending pipe segments), no gap
System may be created exceeding 1 mm.

Case Studies  The stilling well must be smooth on


the inside (average roughness Rz ≤ 6.3
μm). Use extruded or parallel welded
stainless steel pipe. An extension of the pipe
is possible with welded flanges or pipe
sleeves. Flange and pipe have to be properly
aligned at the inside.

 Shifted pipes should not be welded

Stilling well must be open at the bottom.

Slots offset 180° (not 90°).

Slide 5
Stilling Well design aspects

Introduction

Field
instrumentation  Design aspects for SW:
System
•Holes instead of slots
Case Studies •SW fixed to the bottom
•SW freely moveable on the top (no influence from roof
movement)
•Not heavily corroded
•Not bended – nearly Straight
•Not too much adhering product
•Not ‘over-slotted’
•Minimization of tank bottom reflections

Slide 6
Fixed Stilling Well position (gauge reference height)

Introduction
Bottom area Top area
Field
instrumentation Side view Top view Side view Top view
System

Case Studies

45°

SW welded (fixed to bottom), outlet SW not welded to the roof, roof


with reflector (alignment 40°), movement does not influence the pipe
reflector away from tank wall, reflector position
plate used for Radar installations
Slide 7
Standard Stilling Well Drawings by Endress+Hauser

Introduction

Field
instrumentation

System

Case Studies

Slide 8
Stilling wells not acceptable for radar

Introduction

Field
instrumentation

System

Case Studies

Slide 9
Stilling wells not acceptable for radar

Introduction

Field
instrumentation

System

Case Studies

Slide 10
Stilling wells not acceptable for radar

Introduction

Field
instrumentation

System

Case Studies

Slide 11
Stilling wells not acceptable for radar

Introduction

Field
instrumentation

System

Case Studies

Slide 12
Stilling wells not acceptable for radar

Introduction

Field
instrumentation

System

Case Studies

Slide 13
6” UNI
Flange
Introduction

Field
Flexible
instrumentation
Rubber boot 6” flange

System

Bolts for
Case Studies adjusting SW

8” Roof Tank Roof


Nozzle

6” Stilling
Well

Slide 14
6” UNI
Flange
Introduction

Field
instrumentation

System

Case Studies

Slide 15

You might also like