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Book - School of Science and Technology

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14m12m9m6m3mSecondary outflow <strong>and</strong> return pipework 609Minimum water levelCold waterfeed(5.85)(0.4) (0.4) OA (0.4)20mtokitchen(0.89) (0.89)OB (0.89)(1.3)(1.3)OC (1.3)(0.6)(0.6)OF(5.25)(2.05) (2.05)OE(3-7)OD(2-05)OG(5.85)2m 3m1m 3m 3m3m3mFigures in bracketsare flows in litre/s(Table 21.6)Figure 21.6 Pipe sizing example: dimensionsPiping design for secondary returnsNote has already been made <strong>of</strong> the limitations which should be placed upon the length <strong>of</strong>dead-legs <strong>and</strong> thus, where hot water draw-<strong>of</strong>f points are dispersed widely, it is necessaryto consider whether to provide:. A local instantaneous heater to some or all draw-<strong>of</strong>f points.. A number <strong>of</strong> dispersed storage vessels with a dead-leg distribution from each. (Thesemight be served either by local energy sources or from a primary distribution system asshown in Figure 21.2.). A secondary circulation system.It is not possible to generalise as to either the most practical or the most economicsolution since each application must be considered on its merits. A secondary circulation,with which we are concerned here, <strong>of</strong>fers facilities for heating towel rails <strong>and</strong> linencupboard coils, etc., at times when a heating system may be shut down but, since thereare continuous heat losses from the circulating pipes even when well insulated, is thereforewasteful <strong>of</strong> energy.The water quantity to be circulated through secondary pipework is a function <strong>of</strong> theheat emission from the system <strong>and</strong> <strong>of</strong> a chosen temperature drop, normally 10±12 K for agravity circulation <strong>and</strong> about 5 K where a pump is to be used. The heat emission derives

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