Method and system for the remediation of aquatic facilities
A system and method for controlling the accelerated remediation of the water of an aquatic facility using at least one sanitizer sensor, a pH sensor, a temperature sensor and a chlorine dioxide sensor all interfaced with a programmable controller that is programmed to implement a remediation cycle and configured to calculate a Ct value of the water chemical feed system. The programmable controller activates a chemical feed system to supply an acid, an oxidizer and a chlorite ion donor to a conduit to form chlorine dioxide that is supplied to the water until a desire Ct value is reached.
1. A method for accelerating remediation of at least one pathogen resistant to chlorine in water of an aquatic facility, the method comprising:
calculating a chlorine dioxide concentration time (Ct) value of the water in real time by a programmable controller;
activating chemical feed systems by the programmable controller so that the chemical feed systems deliver an acid, an oxidizer and a chlorite ion donor to a conduit connected to the water;
allowing the acid, the oxidizer and the chlorite ion donor to react in the conduit and form chlorine dioxide; and
supplying the chlorine dioxide from the conduit to the water; and
sustaining a chlorine dioxide concentration in the water until a targeted chlorine dioxide Ct value of the water is reached to achieve remediation of the water, wherein the remediation is at least a 3-log reduction of the at least one pathogen resistant to the chlorine in the water.
2. The method according to claim 1 , further comprising:
measuring the chlorine dioxide concentration of the water by a chlorine dioxide sensor in communication with the programmable controller; and
recording the chlorine dioxide concentration and calculating the chlorine dioxide Ct value of the water by the programmable controller based on the chlorine dioxide concentration.
3. The method according to claim 1 , further comprising:
measuring a pH concentration of the water by a pH sensor in communication with the programmable controller; and
controlling the pH concentration of the water by the programmable controller.
4. The method according to claim 1 , further comprising:
measuring a sanitizer concentration in the water by a sanitizer sensor in communication with the programmable controller; and
controlling the sanitizer concentration in the water by the programmable controller.
5. The method according to claim 1 , wherein the programmable controller uses an algorithm to calculate the chlorine dioxide Ct value comprising:
Ct value=[(Σ X n )÷ n ]× T
Where:
“X” is the chlorine dioxide concentration in mg/l (or ppm);
“n” is a number of chlorine dioxide values recorded over a period (minutes) of time since beginning a remediation cycle; and
“T” is the period (minutes) of time that has lapsed since beginning the remediation cycle.
6. The method according to claim 1 , further comprising:
calculating the chlorine dioxide Ct value based on a rolling average of the chlorine dioxide concentration in the water.
7. The method according to claim 4 , wherein the sanitizer sensor is an Oxidation Reduction Potential (ORP) sensor.
8. The method according to claim 4 , wherein the sanitizer sensor is an amperometric sensor.
9. The method according to claim 4 , wherein the sanitizer sensor is both Oxidation Reduction Potential (ORP) sensor and an amperometric sensor.
10. The method according to claim 1 , wherein implementation of a remediation cycle is initiated automatically by the programmable controller.
11. The method according to claim 1 , wherein implementation of a remediation cycle is initiated manually.
12. The method according to claim 1 , wherein the programmable controller calculates, records, and stores the chlorine dioxide Ct value.
13. The method according to claim 1 , wherein the programmable controller displays the chlorine dioxide Ct value.
14. The method according to claim 1 , wherein the programmable controller terminates a remediation cycle.
15. The method according to claim 14 , further comprising providing a reducing agent feed system in communication with the programmable controller, and the programmable controller adding a reducing agent from the reducing agent feed system to neutralize excess chlorine dioxide and oxidizer in the water.
16. The method according to claim 1 , wherein the oxidizer is a sanitizer.
17. A system for controlling accelerated remediation of at least one pathogen resistant to chlorine in water of an aquatic facility, the system comprising:
at least one sanitizer sensor for measuring a sanitizer concentration in the water;
a pH sensor for measuring a pH of the water;
a temperature sensor for measuring a temperature of the water;
a chlorine dioxide sensor for measuring a chlorine dioxide concentration in the water;
chemical feed systems for supplying an acid, an oxidizer and a chlorite ion donor to a conduit in communication with the water;
a programmable controller in communication with the at least one sanitizer sensor, the pH sensor, the temperature sensor, the chlorine dioxide sensor, and the chemical feed systems;
the programmable controller is programmed to implement an accelerated remediation cycle by activating the chemical feed systems to achieve localized high concentrations of the acid, the oxidizer and the chlorite ion donor which react to form chlorine dioxide in the conduit that is supplied to the water;
the programmable controller is programmed to record the chlorine dioxide concentration measured by the chlorine dioxide sensor;
the programmable controller is programmed to calculate a chlorine dioxide concentration time (Ct) value of the water in real time; and
the programmable controller is programmed to sustain the chlorine dioxide concentration in the water until a targeted chlorine dioxide Ct value is reached to achieve remediation, wherein the remediation is at least a 3-log reduction of the at least one pathogen resistant to the chlorine in the water.
18. The system according to claim 17 , wherein the programmable controller is programmed to control the pH of the water.
19. The system according to claim 17 , wherein the programmable controller is configured to control the sanitizer concentration in the water.
20. The system according to claim 17 , wherein the programmable controller is configured to control the pH of the water in the conduit during the accelerated remediation cycle.
21. The system according to claim 17 , wherein the chemical feed systems supply reducer to the conduit, and the programmable controller is programmed to terminate the accelerated remediation cycle by activating the chemical feed systems to apply a reducing agent to the water to neutralize excess chlorine dioxide and sanitizer in the water.
22. The system according to claim 17 , wherein the at least one pathogen is a parasite.
23. The system according to claim 22 , wherein the parasite is Cryptosporidium.
24. The system according to claim 22 , wherein the parasite is Giardia.
25. The system according to claim 22 , wherein the parasite is an Ameba.
26. The system according to claim 17 , wherein the at least one pathogen is a bacteria protected by biofilm.
27. The system according to claim 17 , wherein the programmable controller recording chlorine dioxide concentrations of the water and calculating an average chlorine dioxide concentration in the water by dividing sum of the recorded chlorine dioxide concentrations by a number of recorded values and calculating the chlorine dioxide Ct value of the water using the average chlorine dioxide concentration.
28. The system according to claim 17 , further comprising:
calculating the chlorine dioxide Ct value based on a rolling average of the chlorine dioxide concentration in the water.
29. The system according to claim 28 , wherein the rolling average is calculated every 0.1 to 60 minutes.
30. The system according to claim 28 , wherein the rolling average is calculated every 0.2 to 30 minutes.
31. The system according to claim 28 , wherein the rolling average is calculated every 0.5 to 10 minutes.
32. The system according to claim 17 , wherein the calculated chlorine dioxide Ct value is used to forecast when the targeted chlorine dioxide Ct value will be achieved.
33. The system according to claim 17 , wherein the chlorine dioxide concentration ranges from 0.0 to 2.0 ppm as CIO 2 during a daily remediation.
34. The system according to claim 17 , wherein the chlorine dioxide concentration ranges from 0.0 to 20 ppm as CIO 2 during a shock remediation.
35. The system according to claim 17 , wherein the programmable controller is programmed to evaluate previous remediation cycles of the aquatic facility and project the chlorine dioxide concentration and/or application rate of the chlorine dioxide in future remediation cycles to achieve the targeted chlorine dioxide Ct value within a desired time interval unique to the aquatic facility.
36. The system according to claim 17 , wherein the aquatic facility is used by humans for swimming, exercise, water sports, recreation, physical therapy, or diving.
37. The method according to claim 1 , wherein the at least one pathogen is a parasite.
38. The method according to claim 37 , wherein the parasite is Cryptosporidium.
39. The method according to claim 37 , wherein the parasite is Giardia.
40. The method according to claim 37 , wherein the parasite is an Ameba.
41. The method according to claim 1 , wherein the at least one pathogen is a bacteria protected by biofilm.
42. The method according to claim 1 , wherein the programmable controller recording chlorine dioxide concentrations of the water and calculating an average chlorine dioxide concentration in the water by dividing sum of the recorded chlorine dioxide concentrations by a number of recorded values and calculating the chlorine dioxide Ct value of the water using the average chlorine dioxide concentration.
43. The method according to claim 6 , wherein the rolling average is calculated every 0.1 to 60 minutes.
44. The method according to claim 6 , wherein the rolling average is calculated every 0.2 to 30 minutes.
45. The method according to claim 6 , wherein the rolling average is calculated every 0.5 to 10 minutes.
46. The method according to claim 1 , wherein the calculated chlorine dioxide Ct value is used to forecast when the targeted chlorine dioxide Ct value will be achieved.
47. The method according to claim 1 , wherein the chlorine dioxide concentration ranges from 0.0 to 2.0 ppm as CIO 2 during a daily remediation.
48. The method according to claim 1 , wherein the chlorine dioxide concentration ranges from 0.0 to 20 ppm as CIO 2 during a shock remediation.
49. The method according to claim 1 , wherein the programmable controller is programmed to evaluate previous remediation cycles of the aquatic facility and project the chlorine dioxide concentration and/or application rate of the chlorine dioxide in future remediation cycles to achieve the targeted chlorine dioxide Ct value within a desired time interval unique to the aquatic facility.
50. The method according to claim 1 , wherein the aquatic facility is used by humans for swimming, exercise, water sports, recreation, physical therapy, or diving.