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EVALUATION OF STORMSEWER CONTROL ALGORITHMS USING A TRANSIENT MIXED FLOW MODEL 1
Author(s) -
Cardle James A.
Publication year - 1991
Publication title -
jawra journal of the american water resources association
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.957
H-Index - 105
eISSN - 1752-1688
pISSN - 1093-474X
DOI - 10.1111/j.1752-1688.1991.tb01480.x
Subject(s) - inflow , transient (computer programming) , cabin pressurization , flow (mathematics) , channel (broadcasting) , flow control (data) , open channel flow , stormwater , control theory (sociology) , hydraulic machinery , environmental science , engineering , computer science , mechanics , control (management) , surface runoff , mechanical engineering , telecommunications , ecology , physics , electrical engineering , artificial intelligence , biology , operating system
a hydraulic transient model that is capable of simultaneously modeling open channel and pressurized flows is used to study active control of a deep tunnel stormwater collection system. The simultaneous occurrence of open channel flow and pressurized flow is termed mixed flow. This paper demonstrates the application of a mixed flow hydraulic model to the development of an active control scheme. It is shown that dynamic conditions can exist in a storm sewer system even under moderate inflow conditions and that these conditions, particularly at the time of full system pressurization, can influence the operation of the dynamic control, so that accurate hydraulic modeling is essential to proper control formulation.