Method and apparatus for controlling pressure and flow in water distribution networks

• US 4,562,552 A
• Filed: 02/01/1983
• Issued: 12/31/1985
• Est. Priority Date: 02/24/1982
• Status: Expired due to Term

• Current Assignee: Hitachi Control Systems Incorporated, Hitachi, Ltd.
• Original Assignee: Hitachi Control Systems Incorporated, Hitachi, Ltd.
• Inventors: Funabashi, Motohisa, Sekozawa, Teruji, Miyaoka, Shinichiro, Hayashi, Shinobu
• Primary Examiner(s): Krass, Errol A.
• Assistant Examiner(s): Black, Thomas G.
• Application Number:
  US06/462,766
• Time in Patent Office: 1,064 Days
• Field of Search: 364/509, 364/510, 364/148, 364/138, 137/561, 137/624.11, 137/571, 137/99, 137/255, 137/486
• US Class Current: 700/283
• CPC Class Codes: E03B 7/02 Public or like main pipe systems
• CPC Class Codes: G05B 17/02 electric
• CPC Class Codes: G05D 16/2026 with a plurality of throttling means
• CPC Class Codes: Y10T 137/4673 Plural tanks or compartments with parallel flow
• CPC Class Codes: Y10T 137/8593 Systems
• CPC Class Codes: Y10T 137/86389 Programmer or timer

Abstract

A control method and apparatus incorporate a network model simulating hydraulic phenomena within a water distribution network whereby the pressures and flow rates within the water distribution network are controlled by an optimizing unit for inputting the current total demand as a model input and computing manipulated variables or control amounts for optimizing the pressures and flow rates in accordance with a network algorithm and a correction computing unit for computing the necessary control amount correction values for correcting the deviations from the estimated pressures and flow rates in accordance with a sensitivity matrix indicating the effects of variations in the control amounts on the pressures and flow rates.

Claims

1. In a water distribution network including a plurality of reservoirs, a plurality of flow meters for respectively measuring outlet flow rates of said reservoirs, a plurality of distributing pipes for interconnecting said reservoirs to demand nodes from which water is supplied to respective consumers, a plurality of pressure gauges for measuring respective pressures at selected points on said distributing pipes, and actuating means for varying said flow rates and pressures, a method for controlling the pressures at said selected points and the outlet flow rates of said reservoir comprising the steps of:

preparing a network model of said water distribution network;

estimating demands at said demand nodes from the outlet flow rates measured by said flow meters;

computing control amounts of said actuating means based on the estimated demands at said demand nodes so as to obtain optimum values of said flow rates and said pressures according to said network model;

computing estimated flow rate and pressure values corresponding to said control amounts;

determining a sensitive matrix indicative of affects of small variation of said control amounts on said flow rates and said pressures according to said network model;

obtaining differences between said estimated flow rate and pressure values, the actual flow rate and pressure values measured by said flow meters and said pressure gauges wherein said computed control amounts are applied to said actuating means;

correcting said control amounts by multiplying gains determined on said sensitive matrix; and

performing an operation by said actuating means in accordance with said corrected control amounts.

2. A method according to claim 1, wherein said step of computing estimated flow rate and pressure values corresponding to said control amounts is performed by applying to said network model a predetermined calculating method prepared so as to minimize the loss of energy therein.

3. In a water distribution network including a plurality of reservoirs, a plurality of flow meters for respectively measuring outlet flow rates of said reservoirs, a plurality of distributing pipes for interconnecting said reservoirs to demand nodes from which water is supplied to respective consumers, a plurality of pressure gauges for measuring respective pressures at selected points on said distributing pipes, and actuating means for varying said flow rates and pressures, an apparatus for controlling the pressures and flow rates in said water distribution network comprising:

means for estimating demands at said demand nodes from the outlet flow rates measured by said flow meters;

means for computing control amounts of said actuating means based on the estimated demands of said demand nodes so as to obtain optimum values of said flow rates and said pressures in accordance with a network model of said water distribution network;

means for computing estimated flow rate and pressure values corresponding to said control amounts;

means for determining a sensitive matrix indicative of affects of small variations of said control amounts on said flow rates and said pressures according to the network model;

means for obtaining differences between said estimated flow rate and pressure values and the actual flow rate and pressure values measured by said flow meter and said pressure gauges wherein said computed control amounts are applied to said actuating means;

means for correcting said control amounts by multiplying gains determined on said sensitive matrix in accordance with said differences; and

means for performing an operation by said actuating means in accordance with said corrected control amounts.