2016
DOI: 10.1016/j.enbuild.2016.07.024
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Analysing wastewater temperature development in a sewer system as a basis for the evaluation of wastewater heat recovery potentials

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Cited by 49 publications
(41 citation statements)
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“…The temperature trend observed in the sewer was in accordance with the data reported by Cipolla and Maglionico [17], Wanner et al [23], and Kretschmer et al [19], respectively, in Bologna (Italy), Zurich (Switzerland), and in a 24,000-population town in Austria.…”
Section: The Sewer Systemsupporting
confidence: 91%
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“…The temperature trend observed in the sewer was in accordance with the data reported by Cipolla and Maglionico [17], Wanner et al [23], and Kretschmer et al [19], respectively, in Bologna (Italy), Zurich (Switzerland), and in a 24,000-population town in Austria.…”
Section: The Sewer Systemsupporting
confidence: 91%
“…Based on the aforementioned data, it is possible to use Equation (1) (modified from the original equation proposed by Kretschmer et al [19]) to graphically depict the relationships between the wastewater flow rate diverted at the recovery site for heat exchange (QRS, L s −1 ), available heat potential (PRS, kW), and temperature difference or decrease due to heat recovery (ΔTRS, K), as shown in Figure 4: PRS = QRS · c · ΔTRS · ρ (1) where c is the specific heat capacity of wastewater (4.18 kJ kg −1 °C −1 [24]), and ρ represents the wastewater density (assumed to be 1000 kg m −3 ). The temperature trend observed in the sewer was in accordance with the data reported by Cipolla and Maglionico [17], Wanner et al [23], and Kretschmer et al [19], respectively, in Bologna (Italy), Zurich (Switzerland), and in a 24,000-population town in Austria.…”
Section: Heat Recovery: Influence On the Wastewater Temperaturementioning
confidence: 99%
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