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2000 Hook-up Book - Spirax Sarco

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Draining Steam Mains<br />

Note from the example that in<br />

most cases, other than large distribution<br />

mains, 1/2" Thermo-<br />

Dynamic ® traps have ample<br />

capacity. For shorter lengths<br />

between drip points, and for small<br />

diameter pipes, the 1/2" low<br />

capacity TD trap more than meets<br />

even start <strong>up</strong> loads, but on larger<br />

mains it may be worth fitting parallel<br />

1/2" traps as in Fig. II-6 (page<br />

86). Low pressure mains are best<br />

drained using float and thermostatic<br />

traps, and these traps can<br />

also be used at higher pressures.<br />

The design of drip stations<br />

are fairly simple. The most common<br />

rules to follow for sizing the<br />

drip pockets are:<br />

1. The diameter of the drip pockets<br />

shall be the same size as<br />

the distribution line <strong>up</strong> to 6<br />

inches in diameter.The diameter<br />

shall be half the size of the<br />

distribution line over 6 inches<br />

but never less than 6 inches.<br />

Steam Trap<br />

2. The length of the drip pocket<br />

shall be 1-1/2 times the diameter<br />

of the distribution line but<br />

not less than 18 inches.<br />

Drip Leg Spacing<br />

The spacing between the<br />

drainage points is often greater<br />

than is desirable. On a long horizontal<br />

run (or rather one with a<br />

fall in the direction of the flow of<br />

about 1/2" in 10 feet or 1/250)<br />

drain points should be provided at<br />

intervals of 100 to 200 feet.<br />

Longer lengths should be split <strong>up</strong><br />

by additional drain points. Any<br />

natural collecting points in the<br />

systems, such as at the foot of<br />

any riser, should also be drained.<br />

A very long run laid with a fall<br />

in this way may become so low<br />

that at intervals it must be elevated<br />

with a riser. The foot of each of<br />

these “relay points” also requires a<br />

collecting pocket and steam trap.<br />

Fall 1/2" in 10 Ft Steam<br />

Steam Trap<br />

Condensate<br />

Figure 5<br />

Draining and Relaying Steam Main<br />

Steam Trap<br />

Draining Steam Mains<br />

Sometimes the ground contours<br />

are such that the steam<br />

main can only be run <strong>up</strong>hill. This<br />

will mean the drain points should<br />

be at closer intervals, say 50 ft.<br />

apart, and the size of the main<br />

increased. The lower steam<br />

velocity then allows the condensate<br />

to drain in the opposite<br />

direction to the steam flow.<br />

Air venting of steam mains is<br />

of paramount importance and is<br />

far too often overlooked. Steam<br />

entering the pipes tends to push<br />

the air already there in front of it<br />

as would a piston. Automatic air<br />

vents, fitted on top of tees at the<br />

terminal points of the main and<br />

the larger branches, will allow discharge<br />

of this air. Absence of air<br />

vents means that the air will pass<br />

through the steam traps (where it<br />

may well slow down the discharge<br />

of condensate) or through<br />

the steam using equipment itself.<br />

Steam Trap<br />

Case in Action: Steam Main and Steam Tracing System Drainage<br />

The majority of steam traps in refineries are installed on<br />

steam main and steam tracing systems. Thorough<br />

drainage of steam mains/branch lines is essential for effective<br />

heat transfer around the refinery and for waterhammer<br />

prevention. This holds true for condensate drainage from<br />

steam tracing lines/jackets, though some degree of back<strong>up</strong><br />

(or sub-cooling) is permissible in some applications.<br />

The predominant steam trap installed is a nonrepairable<br />

type that incorporates a permanent pipeline<br />

connector. Scattered throughout the system are a number<br />

of iron and steel body repairable types.<br />

Most notable failure of steam traps are precipitate formation<br />

on bucket weep-holes and discharge orifices that<br />

eventually plugs the trap shut. A common culprit is valve<br />

sealing compound injected into leaking valves which forms<br />

small pellets that settle in low points, such as drip<br />

legs/steam traps and on strainer screens making blow<br />

down difficult. This problem also occurs during occasional<br />

“system <strong>up</strong>set” when hydrocarbon contaminants are mistakenly<br />

introduced to the steam system.<br />

A noise detector and/or a temperature-indicating<br />

device is required to detect trap failure. Especially costly is<br />

Steam Trap<br />

the fact that operators are not allowed to remove traps for<br />

repair when threading from the line is required.<br />

Maintenance personnel must be involved.<br />

Solution<br />

Universal connector steam traps were installed for trial in<br />

one of the dirtiest drip stations at the refinery. The traps<br />

held <strong>up</strong> under adverse operating conditions requiring only<br />

periodic cleaning. Since the time of installation, all failed<br />

inverted bucket traps in this service were replaced with universal<br />

connector traps. Strainers were installed <strong>up</strong>stream<br />

of each.<br />

Benefits<br />

• The addition of Thermo-Dynamic ® traps allowed for easier<br />

field trap testing.<br />

• The addition of universal connectors significantly<br />

reduced steam trap installation and repair time.<br />

• 33% reduction in steam trap inventory due to standard<br />

trap for all sizes.<br />

• Reduced energy loss is significantly reduced using Thermo-<br />

Dynamic ® steam traps versus original inverted bucket traps.<br />

11<br />

SYSTEM DESIGN

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