Combined water storage and detention system and method of precipitation harvesting and management

• US 8,591,147 B2
• Filed: 11/22/2010
• Issued: 11/26/2013
• Est. Priority Date: 11/20/2009
• Status: Active Grant

• Current Assignee: OptiRTC Holdings, LLC (Aliaxis SA)
• Original Assignee: Geosyntec Consultants, Inc.
• Inventors: Quigley, Marcus, Reidy, Philip
• Primary Examiner(s): Pinnock, Tara M.
• Application Number:
  US12/951,531
• Publication Number:
  US 20110120561A1
• Time in Patent Office: 1,100 Days
• Field of Search: 405/36, 405/37, 405/39, 405/40, 405/51, 405/52, 405/80, 405/87, 405/92, 137/236.1, 137/255, 137/256, 137/386, 137/391, 137/565.01, 137/565.11, 137/571, 239/69, 239/70, 210/747.2
• US Class Current: 405/92
• CPC Class Codes: E03F 1/00 Methods, systems, or installations for draining-off sewage or storm water
• CPC Class Codes: E03F 2201/20 Measuring flow in sewer systems
• CPC Class Codes: E03F 5/10 Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
• CPC Class Codes: E03F 7/00 Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
• CPC Class Codes: Y10T 137/0318 Processes
• CPC Class Codes: Y10T 137/402 Distribution systems involving geographic features
• CPC Class Codes: Y10T 137/7287 Liquid level responsive or maintaining systems

Abstract

In a water storage system with water conduits, water pumps, drain valves, discharge valves, for storing a first volume of water, a method of maximizing water availability monitors a second volume of water within the system. Data regarding forecasted precipitation predicted to occur at some point in the future, including a predicted duration, intensity and volume are received and an expected time-dependent volume of water to be added to the system during the forecasted precipitation is estimated. If at least one of: a first sum of the predicted volume and the second volume and a second sum of the expected time-dependent volume and the second volume is greater than the first volume then the water pumps, drain valves, and discharge valves are controlled to discharge water until each of the first and second sums is not greater than the first volume.

Claims

1. A method of maximizing storm water availability for use in a combined water storage and detention (CWSD) system, the system having a plurality of water conduits, remotely controllable water pumps, water storage drain valves, auxiliary bypass discharge valves, and a storage/detention system for storing/retaining a first volume of storm water, the method comprising:

monitoring a second volume of storm water within the storage/detention system, the second volume being less than or equal to the first volume;

receiving precipitation parameter data regarding forecasted precipitation predicted to occur at some point in the future, the parameter data comprising a predicted duration, a predicted intensity and a predicted volume (V_pred);

estimating an expected time-dependent volume of water (V_td) be added to the system during the forecasted precipitation based on the predicted duration, the predicted intensity and a system fill rate; and

if at least one of;

a first sum of the predicted volume (V_pred) and the second volume and a second sum of the expected time-dependent volume (V_td) and the second volume is greater than the first volume then controlling the operating states of the remotely controllable water pumps, drain valves, and auxiliary bypass discharge valves to discharge water from the system until each of the first and second sums is not greater than the first volume.

2. The method as recited in claim 1, wherein receiving precipitation parameter data includes receiving weather forecast data from a network source.

3. The method as recited in claim 2, wherein the network source is an on-line network selected from the group consisting of the World Wide Web, the Internet, a local area network (LAN), a wide area network (WAN) or a dedicated weather data server.

4. The method as recited in claim 1, wherein controlling includes closing the water storage drain valves or keeping said water storage drain valves closed when the second volume is less than or equal to a minimum storage volume and opening the water storage drain valves or keeping said water storage drain valves open when the second volume is greater than a maximum storage volume.

5. The method as recited in claim 1, further comprising:

closing the water storage drain valves or keeping said water storage drain valves closed when each of the first and second sums is less than or equal to a minimum storage volume; and

opening the water storage drain valves or keeping said water storage drain valves open when at least one of the first and second sums is greater than a maximum storage volume.

6. The method as recited in claim 5, further comprising:

activating at least one of the water pumps and/or at least one of the auxiliary bypass discharge valves when at least one of the first and second sums is greater than the maximum storage volume.

7. The method as recited in claim 1, wherein controlling the operating states comprises:

controlling a rate of opening and/or closing of one or more of;

the water pumps, drain valves and discharge bypass valves based on at least one of;

the predicted duration and the predicted intensity.