Modeling and Control of Pipeline Networks Supplied by Automated Irrigation Channels

Abstract

A model-based approach to control system design is developed for regulating the discharge flows at the outlets of a pipeline network that is supplied by an irrigation channel. The open channel is also controlled automatically to regulate the supply-point water level. The hydraulic pressure at the source of the network is therefore dynamic when flow load varies. Regulation of the piped discharge flows is achieved by adjusting outlet control valves on the basis of the specified flow demand and sensor measurements. A blend of feedforward and feedback control is proposed. The steady-state behaviour of a non-linear distributed-parameter model of the network is used to determine the feedforward control action. The feedback control action is used to compensate for modelling error. The design of the feedback controller is based on a frequencydomain transfer function model of the system dynamics, and classical loop-shaping ideas. This model is obtained via the admittance matrix of linearized network equations. The synthesis of both centralized and decentralized feedback controller configurations is considered. Simulations that involve a non-linear distributed-parameter model of the network dynamics are used to illustrate controller performance.

Flows of Substances in Networks and Network Channels: Selected Results and Applications

“…The aspects of fluid dynamics and hydrology of flows in networks are another vast area of research. This research includes, for an example, flows in networks of microfluidic channels [ 56 , 57 ], flows in networks of irrigation channels [ 58 ], and, especially, optimal operation and control of multireservoir systems [ 59 , 60 , 61 , 62 , 63 , 64 , 65 ], debris flows in river networks [ 66 ], flows in porous media [ 67 , 68 , 69 ], calibration of water flows in network models [ 70 , 71 , 72 ], etc.…”