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Hydronic Piping Circuit Layout

The parallel piping networks are by far the most used in chilled water systems because they allow the same temperature water to be available at all loads. The two types of parallel networks are direct return and reversed return.
In direct return systems, the length of supply and return piping through the sub-circuits is unequal (fig. 30). The total piping length of the coil 1 equals AB + BG + GH. The coil 2 total piping length adds the sections BC and FG, so the total pressure drop is grater than of the coil 1. It may cause unbalanced flow rates and require careful balancing to provide each sub-circuit with design flow.

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Fig Nº30. Direct return piping circuit.
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The direct return may not provide even pick-up after shut-down for a weekend due to terminal sub-circuit balance problem. Uneven pick-up for direct return piping systems means that adequate flow will not appear at the far circuits after a time lag and only when the near circuits are satisfied and their control valves start to move towards closure. The pick-up problems do not occur in direct return piping systems, where there is continuous operation with no shut-down as in hospitals.

Ideally, the reverse-return system provides nearly equal total lengths for all terminal circuits (Fig. 31). The reverse return concept is basically to use the extra piping to balance pressure drops between nearby and faraway coils. The idea is that the closest coil has the shortest supply piping and the longest return piping while the farthest coil has the opposite. So overall, each coil has approximately the same pressure drop. In this case the total piping length of the coil 1 equals AB + BG + GF + FE + EH. The coil 2 total piping length adds the section BC but rests GF, so the total piping length remains constant. However, reversed return piping circuit requires longer piping length which would drive the cost higher.

Past experience with chilled-water system design has been to favor reversed return piping over direct return. This comes from the fact that if all terminal sub-circuits have the same head loss, the piping circuit will be balanced. When terminal sub-circuit head losses are different, simple adjustment of the balance valves will provide for required full load flow balance. While this basic design rule is widely accepted, it is true that a direct return piping system design with knowledge can be superior to a reversed return piping design used only because of the paradigm that the reversed return must provide flow balance. The reversed return solution to off-balance problems in bigger chilled water loops as campus-like facilities sometimes becomes impractical and costly. To install reverse return piping for so many coils is so extensive that the cost would be all but prohibitive.

Direct return piping has been successfully applied where the designer has guarded against major flow unbalanced by:
1. Providing for pressure drops in the subcircuits or terminals that are significant percentages of the total, usually establishing pressure drops for close subcircuits at higher values than those for far subcircuits.
2. Minimizing distribution piping pressure drop (in the limit, if the distribution piping loss is zero and the loads are of equal flow resistance, the system is inherently balanced.)
3. Including balancing devices and some means of measuring flow at each terminal or branch circuit.
4. Using control valve with a high head loss at the terminals.
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Fig. Nº31. Reversed return piping circuits
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