TY - GEN
T1 - Hydraulic calibration of a water distribution system model
AU - Walton, Reese
AU - Schal, Stacey L.
AU - Yost, Scott
AU - Ormsbee, Lindell
PY - 2013
Y1 - 2013
N2 - The Water Sector Research and Development Working Group has stated that water utilities would benefit from a clearer and more consistent understanding of their system flow dynamics. Understanding flow dynamics is important to interpreting water quality measurements and to inform basic operational decision making regarding the distribution system. Because these models will be used in decisions that involve significant investment and potential impact to the community, it is important that the model be an accurate representation of the actual conditions in the system. However, creating a hydraulic model of a water distribution system of any size comes with many difficulties, as many engineers can attest. Modeling smaller systems, such as the one in this study, is simpler from an engineering perspective but the challenge comes from the amount and quality of the information necessary to produce accurate results. For this model calibration we overcame issues such as collection of boundary condition data without a SCADA system, a 40% water loss due to system leaks and lack of system geometry data such as tank stage/storage curves, hydrant elevations, and valve closures. This study examines the use of data from hydraulic testing, especially C-factor and fire flow tests, and other collection methods to gather information about the system and calibrate a model for a small utility. Calibration was performed using the PIPE2010 program by KYPIPE, LLC.
AB - The Water Sector Research and Development Working Group has stated that water utilities would benefit from a clearer and more consistent understanding of their system flow dynamics. Understanding flow dynamics is important to interpreting water quality measurements and to inform basic operational decision making regarding the distribution system. Because these models will be used in decisions that involve significant investment and potential impact to the community, it is important that the model be an accurate representation of the actual conditions in the system. However, creating a hydraulic model of a water distribution system of any size comes with many difficulties, as many engineers can attest. Modeling smaller systems, such as the one in this study, is simpler from an engineering perspective but the challenge comes from the amount and quality of the information necessary to produce accurate results. For this model calibration we overcame issues such as collection of boundary condition data without a SCADA system, a 40% water loss due to system leaks and lack of system geometry data such as tank stage/storage curves, hydrant elevations, and valve closures. This study examines the use of data from hydraulic testing, especially C-factor and fire flow tests, and other collection methods to gather information about the system and calibrate a model for a small utility. Calibration was performed using the PIPE2010 program by KYPIPE, LLC.
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M3 - Conference contribution
AN - SCOPUS:84887472770
SN - 9780784412947
T3 - World Environmental and Water Resources Congress 2013: Showcasing the Future - Proceedings of the 2013 Congress
SP - 732
EP - 744
BT - World Environmental and Water Resources Congress 2013
T2 - World Environmental and Water Resources Congress 2013: Showcasing the Future
Y2 - 19 May 2013 through 23 May 2013
ER -