TY - JOUR
T1 - Design, Construction, and Operation of a Monitored District Heating Pipeline System
AU - Villalobos, Felipe A.
AU - Hay, Stefan
AU - Weidlich, Ingo
AU - Wolf, Ingo
N1 - Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019/8/1
Y1 - 2019/8/1
N2 - The need for understanding the performance of district heating pipeline systems has led to the development of a monitoring program. This program includes the design of the connection of an instrumented section of piping within an in-use district heating network. The design complies with the current European district heating recommendations and standards. Monitoring consists of the measurement of earth pressures against the pipes, axial pipe displacements, and temperature of the fluid and soil around the pipes. There are different conditions being tested such as thickness of insulation materials, temperature ranges, and bedding soil type. In particular, there is interest in testing the corner positions. Details of the piping and instrumentation arrangements as well as soil geotechnical characteristics are presented. It was found that when the fluid temperature increased from ambient conditions up to 90°C, pipes were moving all along their length. Moreover, after a fluid temperature drop from 90°C to 20°C over 20 days and subsequent increase to 90°C again, pipe axial displacements did not return to the same values as before.
AB - The need for understanding the performance of district heating pipeline systems has led to the development of a monitoring program. This program includes the design of the connection of an instrumented section of piping within an in-use district heating network. The design complies with the current European district heating recommendations and standards. Monitoring consists of the measurement of earth pressures against the pipes, axial pipe displacements, and temperature of the fluid and soil around the pipes. There are different conditions being tested such as thickness of insulation materials, temperature ranges, and bedding soil type. In particular, there is interest in testing the corner positions. Details of the piping and instrumentation arrangements as well as soil geotechnical characteristics are presented. It was found that when the fluid temperature increased from ambient conditions up to 90°C, pipes were moving all along their length. Moreover, after a fluid temperature drop from 90°C to 20°C over 20 days and subsequent increase to 90°C again, pipe axial displacements did not return to the same values as before.
KW - Axial pipe displacement
KW - Buried preinsulated pipes
KW - District heating
KW - Monitoring
UR - https://www.scopus.com/pages/publications/85065019652
U2 - 10.1061/(ASCE)PS.1949-1204.0000388
DO - 10.1061/(ASCE)PS.1949-1204.0000388
M3 - Journal Article
SN - 1949-1190
VL - 10
JO - Journal of Pipeline Systems Engineering and Practice
JF - Journal of Pipeline Systems Engineering and Practice
IS - 3
M1 - 04019018
ER -