TY - GEN
T1 - Nonlinear Grey-Box Identification with Inflow Decoupling in Gravity Sewers
AU - Balla, Krisztian Mark
AU - Kallesøe, Carsten
AU - Schou, Christian
AU - Bendtsen, Jan Dimon
PY - 2020
Y1 - 2020
N2 - Knowing where wastewater is flowing in drainage networks is essential to utilize system storage, predict overflows and to optimize system operation. Unfortunately, flow in gravity-driven sewers is subject to transport delays, and typically influenced by significant disturbances entering the sewer pipes in the form of domestic, ground and rain inflows. Model-based optimal control of urban drainage requires knowledge about these inflows, even though it is often not feasible in operational setups. To this end, we propose a lumped-parameter hydrodynamic model with a bi-linear structure for identifying the transport delays, decouple periodic disturbances and to predict the discharged flow. Pumped inlet and discharged dry- weather flow is used to find the model parameters. Under mild assumptions on the domestic and groundwater inflows, i.e. disturbances, the decoupling capabilities of the identified model are presented. A numerical case study on an EPA Storm Water Management Model (EPA SWMM) and experimental results on a real network demonstrate the proposed method.
AB - Knowing where wastewater is flowing in drainage networks is essential to utilize system storage, predict overflows and to optimize system operation. Unfortunately, flow in gravity-driven sewers is subject to transport delays, and typically influenced by significant disturbances entering the sewer pipes in the form of domestic, ground and rain inflows. Model-based optimal control of urban drainage requires knowledge about these inflows, even though it is often not feasible in operational setups. To this end, we propose a lumped-parameter hydrodynamic model with a bi-linear structure for identifying the transport delays, decouple periodic disturbances and to predict the discharged flow. Pumped inlet and discharged dry- weather flow is used to find the model parameters. Under mild assumptions on the domestic and groundwater inflows, i.e. disturbances, the decoupling capabilities of the identified model are presented. A numerical case study on an EPA Storm Water Management Model (EPA SWMM) and experimental results on a real network demonstrate the proposed method.
KW - Process Identification
KW - Transport delays
KW - Disturbance parameters
KW - Open hydraulics
KW - Grey-box Identication
KW - Sewer Networks
KW - Time Delays
KW - System Identification
KW - Fourier series
UR - https://www.sciencedirect.com/science/article/pii/S2405896320316979
U2 - 10.1016/j.ifacol.2020.12.1295
DO - 10.1016/j.ifacol.2020.12.1295
M3 - Conference article in Journal
SN - 2405-8963
VL - 53
SP - 1065
EP - 1070
JO - IFAC-PapersOnLine
JF - IFAC-PapersOnLine
IS - 2
T2 - 21th IFAC World Congress
Y2 - 12 July 2020 through 17 July 2020
ER -