Sustainable method and system for treating water bodies affected by bacteria and microalgae at low cost

• US 8,465,651 B2
• Filed: 08/01/2011
• Issued: 06/18/2013
• Est. Priority Date: 03/30/2011
• Status: Active Grant

• Current Assignee: Crystal Image Technology Incorporated
• Original Assignee: Crystal Lagoons (Curacao) B.V. (Crystal Lagoons Corp.)
• Inventors: Fischmann T., Fernando
• Primary Examiner(s): Soohoo, Tony G
• Assistant Examiner(s): Keyworth, Peter
• Application Number:
  US13/136,458
• Publication Number:
  US 20120024796A1
• Time in Patent Office: 687 Days
• Field of Search: None
• US Class Current: 210/747.5
• CPC Class Codes: C02F 1/004 using large scale industrial sized filters
• CPC Class Codes: C02F 1/008 Control or steering systems not provided for elsewhere in subclass C02F
• CPC Class Codes: C02F 1/442 by nanofiltration
• CPC Class Codes: C02F 1/444 by ultrafiltration or microfiltration
• CPC Class Codes: C02F 1/50 by addition or application of a germicide or by oligodynamic treatment C02F1/4606, C02F1/467, C02F1/76 take precedence
• CPC Class Codes: C02F 1/66 by neutralisation; pH adjustment for degassing C02F1/20; using ion-exchange C02F1/42; for flocculation or precipitation of suspended impurities C02F1/52; for removing dissolved compounds C02F1/58
• CPC Class Codes: C02F 1/76 with halogens or compounds of halogens C02F1/4674 takes precedence
• CPC Class Codes: C02F 1/766 by means of halogens other than chlorine or of halogenated compounds containing halogen other than chlorine
• CPC Class Codes: C02F 1/78 with ozone C02F1/4672 takes precedence
• CPC Class Codes: C02F 2103/007 Contaminated open waterways, rivers, lakes or ponds
• CPC Class Codes: C02F 2103/42 from bathing facilities, e.g. swimming pools
• CPC Class Codes: C02F 2209/04 Oxidation reduction potential [ORP]
• CPC Class Codes: C02F 5/14 containing phosphorus
• CPC Class Codes: E04H 4/1209 Treatment of water for swimming pools filters B01D
• CPC Class Codes: E04H 4/1281 Devices for distributing chemical products in the water of swimming pools

Abstract

A sustainable method and system for treating and maintaining bodies of water at low cost for low density recreational use is disclosed. A system of the invention generally includes at least one containing means, at least one coordination means, at least one chemical application means, at least one non-intrusive mobile suction means, and at least one filtration means. The coordinating means can receive information regarding water quality parameters that are controlled, and can timely activate the processes necessary to adjust the water quality parameters within their respective limits. The disclosed methods and system filter only a small fraction of the total water volume, up to 200 times less per day than the flow filtered by conventional swimming pool filtration systems. The disclosed methods and system also use less chemicals, up to 100 times less than conventional swimming pool water treatment systems. The methods and system of the present invention can be used to treat recreational water bodies affected by bacteria and microalgae and provide sustainable methods for producing water that complies with bacteriological and physicochemical requirements for recreational water, as set forth by governmental regulatory agencies such as the Environmental Protection Agency (EPA), for bathing with full body contact.

Claims

1. A sustainable method for treating and maintaining a body of water affected by bacteria and microalgae at low cost by filtering a small fraction of the total volume of the body of water, the method comprising:

a. Collecting water with a concentration of total dissolved solids (TDS) of up to 50,000 ppm;

b. Storing said water in at least one container, wherein said container has a bottom surface able to be thoroughly cleaned by a non-intrusive mobile suction means;

c. Limiting the density of bathers up to 0.05 bathers per cubic meter in said water contained in said container;

d. During a 7 day interval, treating said water in said container for a total oxidation reduction potential (ORP) treatment time during the interval by periodically adding disinfectant agents to said water to establish an ORP of about 500 mV, wherein said total ORP treatment during the interval is dependent on temperature of said water being treated and comprises a minimum period of about 1 hour for each degree Celsius (°

C.) of water temperature up to a maximum temperature of 45°

C.;

e. Activating the following processes through a coordination means to purify said water and eliminate solids from said water by filtering only a small fraction of the total volume of said water in said container, wherein said coordination means receives information regarding water quality parameters controlled by said coordination means and activates processes i, ii, and iii to adjust said parameters within their limits;

i. Suctioning a portion of said water containing settled solids with a mobile suction means to prevent the thickness of settled material from exceeding an average of 3 mm;

ii. Filtering the portion of said water suctioned by the mobile suction means; and

iii. Returning the filtered water to said container.

2. The method of claim 1, wherein:

a. if the water collected in stage a) has a total dissolved solids'"'"' concentration less than or equal to 10,000 ppm, the Langelier Saturation Index must be less than 3;

or

b. if the water collected in stage a) has a total dissolved solids'"'"' concentration higher than 10,000 ppm, the Stiff &

Davis Saturation Index must be lower than 3.

3. The method of claim 2, wherein the Langelier Saturation Index is kept under 2 by a process selected from pH adjustment, the addition of antiscalants, or a water softening process.

4. The method of claim 2, wherein the Stiff &

Davis Saturation Index is kept under 2 by a process selected from pH adjustment, the addition of antiscalants, or a water softening process.

5. The method of claim 3, wherein the antiscalants comprise phosphonate based compounds, phosphonic acid, PBTC (phosphobutan-tricarboxylic acid), chromates, zinc polyphosphates, nitrites, silicates, organic substances, caustic soda, malic acid-based polymers, sodium polyacrylate, ethylene diamine tetracetic acid sodium salts, benzotriazole, or a combination thereof.

6. The method of claim 1, wherein the information received by said coordination means is obtained by empirical methods.

7. The method of claim 1, wherein the disinfectant agents are selected from chlorine and chlorine compounds;

ozone;

biguanide products;

halogen-based compounds;

bromine based compounds, or a combination thereof.

8. The method of claim 1, wherein the mobile suction means travels across the bottom of the containing means and suctions the portion of water containing the settled solids.

9. The method of claim 1, wherein said water is treated within the interval to establish the ORP of about 500 mV for a total treatment time during the interval that is dependent on temperature of said water being treated without maintaining a permanent concentration of disinfectant agents in the total volume of said water.

10. The method of claim 1, wherein said container comprises a volume of at least 15,000 m³.

12. The method of claim 1, wherein said total ORP treatment time is discontinuous during the 7 day interval.

13. The method of claim 12, wherein:

a. if the water collected in stage a) has a total dissolved solids'"'"' concentration less than or equal to 10,000 ppm, the Langelier Saturation Index must be less than 3;

or

b. if the water collected in stage a) has a total dissolved solids'"'"' concentration higher than 10,000 ppm, the Stiff &

Davis Saturation Index must be lower than 3.

14. The method of claim 13, wherein the Langelier Saturation Index is kept under 2 by a process selected from pH adjustment, the addition of antiscalants, or a water softening process.

15. The method of claim 13, wherein the Stiff &

Davis Saturation Index is kept under 2 by a process selected from pH adjustment, the addition of antiscalants, or a water softening process.

16. The method of claim 14, wherein the antiscalants comprise phosphonate based compounds, phosphonic acid, PBTC (phosphobutan-tricarboxylic acid), chromates, zinc polyphosphates, nitrites, silicates, organic substances, caustic soda, malic acid-based polymers, sodium polyacrylate, ethylene diamine tetracetic acid sodium salts, benzotriazole, or a combination thereof.

17. The method of claim 12, wherein the information received by said coordination means is obtained by empirical methods.

18. The method of claim 12, wherein the disinfectant agents are selected from chlorine and chlorine compounds;

ozone;

biguanide products;

halogen-based compounds;

bromine based compounds, or a combination thereof.

19. The method of claim 12, wherein the mobile suction means travels across the bottom of the containing means and suctions the portion of water containing the settled solids.

20. The method of claim 12, wherein said water is treated within the interval to establish the ORP of at least 500 mV for a total treatment time during the interval that is dependent on temperature of said water being treated without maintaining a permanent concentration of disinfectant agents in the total volume of said water.

21. The method of claim 12, wherein said container comprises a volume of at least 15,000 m³.

22. The method of claim 12, wherein said total ORP treatment time is discontinuous during the 7 day interval.

11. A sustainable method for treating and maintaining a body of water affected by bacteria and microalgae at low cost by filtering a small fraction of the total volume of the body of water, the method comprising:

a. Collecting water with a concentration of total dissolved solids (TDS) of up to 50,000 ppm;

b. Storing said water in at least one container, wherein said container has a bottom surface able to be thoroughly cleaned by a non-intrusive mobile suction means;

c. Limiting the density of bathers up to 0.05 bathers per cubic meter in said water contained in said container;

d. During a 7 day interval, treating said water in said container for a total oxidation reduction potential (ORP) treatment time during the interval by periodically adding disinfectant agents to said water to establish an ORP of at least 500 mV, wherein said total ORP treatment time is dependent on temperature of said water being treated and comprises an approximate period of about 1 hour for each degree Celsius (°

C.) of water temperature up to a maximum temperature of 45°

C.;

e. Activating the following processes through a coordination means to purify said water and eliminate solids from said water by filtering only a small fraction of the total volume of said water in said container, wherein said coordination means receives information regarding water quality parameters controlled by said coordination means and activates processes i, ii, and iii to adjust said parameters within their limits;

i. Suctioning a portion of said water containing settled solids with a mobile suction means to prevent the thickness of settled material from exceeding an average of 3 mm;

ii. Filtering the portion of said water suctioned by the mobile suction means; and

iii. Returning the filtered water to said container.