Patent US4211651A successfully refreshed from Google Patents.
US4211651A
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US
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Water reclamation process
Assignee: Individual
•
Filing: 1978-08-23
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Granted: 1980-07-08
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Expires: 1998-08-23
Abstract
Abstract Dirty process water is collected from a process unit and introduced into a raw water holding tank. Water from the tank is passed at a uniform rate through a flotation cell where solids are frothed by flocculation and aeration and removed. The flocculating agent is a short chain cationic polymer. Water from the flotation cell is sterilized and then introduced into a treated water holding tank where it is withdrawn at a uniform rate and filtered to remove more solids. The filtered water is stored in a filtered water storage vessel for its use in the process facility. Heat exchange keeps the filtered water at required temperature. Water discharged from the system to a sanitary sewer may have various degrees of purity.
Inventors
- 👤 Robert C. Thomas
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-09 06:12
CPC Classifications
B; B03; B03D; B03D1/00; B03D1/14; B03D1/1431; B03D1/02; B03D1/028; C; C02; C02F; C02F1/00; C02F1/24; C02F9/00
Claims Analysis
Total Claims: 23
Claim 1
Independent Claim
449 words
A process for the purification of waste water by the removal of suspended solid waste therefrom comprising the steps of: (a) accumulating said waste water in a waste water holding vessel to obtain a first predetermined initiating threshold quantity thereof; (b) introducing waste water from the waste water holding vessel into a flotation cell at a first continuous and predetermined rate after the first predetermined initiating threshold quantity is present in the waste water holding vessel, the first continuous and predetermined rate corresponding to the rate and quantity requirements of the flotation cell, such waste water introduction into the flotation cell reducing the quantity of waste water in the waste water holding vessel to a first predetermined small quantity of waste water; (c) agglomerating said suspended solid waste from the water in the flotation cell to produce partially treated water; (d) removing the agglomerated suspended solid waste from the flotation cell; (e) terminating waste water introduction into the flotation cell when the first predetermined small quantity of waste water is present in the waste water holding vessel, the first predetermined initiating threshold quantity being sufficient for the flow rate and quantity requirements of the flotation cell, the first predetermined small quantity corresponding to an insufficient quantity of waste water for the flow rate and quantity requirements of the cell; (f) accumulating partially treated water from the flotation cell in a partially treated water holding vessel to obtain a second predetermined initiating threshold quantity of partially treated water; (g) sterilizing the partially treated water; (h) introducing partially treated water from the partially treated water holding vessel into a filter at a second continuous and predetermined rate after the second predetermined initiating threshold quantity is present in the partially treated water holding vessel, such partially treated water introduction into the filter reducing the quantity of partially treated water in the partially treated water holding vessel to a predetermined second small quantity of partially treated water, the second continuous and predetermined rate corresponding to the rate and quantity requirements of the filter and being different from the first continuous and predetermined rate; (i) filtering water treated in the flotation cell in the filter to remove additional suspended solid waste; (j) terminating partially treated water introduction into the filter when the predetermined second small quantity of partially treated water is present in the partially treated water holding vessel, the second predetermined initiating threshold quantity being sufficient for the flow rate and quantity requirements of the filter, the second predetermined small quantity corresponding to an insufficient quantity of partially treated water for the flow rate and quantity requirements of the filter; and (k) recycling the filtered water to the source of the waste water.
Claim 2
Dependent Claim
449 words
A process for the purification of waste water by the removal of suspended solid waste therefrom comprising the steps of: (a) accumulating said waste water in a waste water holding vessel to obtain a first predetermined initiating threshold quantity thereof; (b) introducing waste water from the waste water holding vessel into a flotation cell at a first continuous and predetermined rate after the first predetermined initiating threshold quantity is present in the waste water holding vessel, the first continuous and predetermined rate corresponding to the rate and quantity requirements of the flotation cell, such waste water introduction into the flotation cell reducing the quantity of waste water in the waste water holding vessel to a first predetermined small quantity of waste water; (c) agglomerating said suspended solid waste from the water in the flotation cell to produce partially treated water; (d) removing the agglomerated suspended solid waste from the flotation cell; (e) terminating waste water introduction into the flotation cell when the first predetermined small quantity of waste water is present in the waste water holding vessel, the first predetermined initiating threshold quantity being sufficient for the flow rate and quantity requirements of the flotation cell, the first predetermined small quantity corresponding to an insufficient quantity of waste water for the flow rate and quantity requirements of the cell; (f) accumulating partially treated water from the flotation cell in a partially treated water holding vessel to obtain a second predetermined initiating threshold quantity of partially treated water; (g) sterilizing the partially treated water; (h) introducing partially treated water from the partially treated water holding vessel into a filter at a second continuous and predetermined rate after the second predetermined initiating threshold quantity is present in the partially treated water holding vessel, such partially treated water introduction into the filter reducing the quantity of partially treated water in the partially treated water holding vessel to a predetermined second small quantity of partially treated water, the second continuous and predetermined rate corresponding to the rate and quantity requirements of the filter and being different from the first continuous and predetermined rate; (i) filtering water treated in the flotation cell in the filter to remove additional suspended solid waste; (j) terminating partially treated water introduction into the filter when the predetermined second small quantity of partially treated water is present in the partially treated water holding vessel, the second predetermined initiating threshold quantity being sufficient for the flow rate and quantity requirements of the filter, the second predetermined small quantity corresponding to an insufficient quantity of partially treated water for the flow rate and quantity requirements of the filter; and (k) recycling the filtered water to the source of the waste water.
Claim 3
Dependent Claim
28 words
The process claimed in claim 1 wherein the sterilization step includes treating the partially treated water with a chemical sterilization agent in the partially treated water storage vessel.
Claim 4
Dependent Claim
39 words
The process claimed in claim 2 including mixing the water in the partially treated water storage vessel and directing the water therein along a tortuous path to increase residence time of the water in the treated water storage vessel.
Claim 5
Dependent Claim
37 words
The process claimed in claim 3 including the step of terminating waste water accumulation in the waste water holding vessel when a predetermined maximum quantity of partially treated water is in the partially treated water holding vessel.
Claim 6
Dependent Claim
42 words
The process claimed in claim 4 including the steps of: (a) storing the filtered water in a storage vessel before the recycling step; and (b) heating the stored water to within a predetermined temperature range for immediate use in the wash cycle.
Claim 7
Dependent Claim
71 words
The process claimed in claim 5 including: (a) dissolving air in the waste water prior to the agglomeration step; (b) releasing dissolved air in the waste water during the agglomeration step to produce air bubbles; (c) flocculating the water in the flotation cell during the agglomeration step to produce the agglomerates of said suspended solid waste; and (d) adhering the agglomerates to the bubbles, the removal step removing the adhered agglomerates.
Claim 8
Dependent Claim
16 words
The process claimed in claim 5 wherein the flocculating agent is a short chain cationic polymer.
Claim 9
Dependent Claim
21 words
The process claimed in claim 3 including discharging a portion of the waste water to sewage prior to the introduction step.
Claim 10
Dependent Claim
21 words
The process claimed in claim 3 including discharging a portion of the filtered water to sewage prior to the recycling step.
Claim 11
Dependent Claim
17 words
The process claimed in claim 3 including discharging a portion of the partially treated water to sewage.
Claim 12
Dependent Claim
34 words
The process claimed in claim 3 including: (a) discharging a portion of the filtered water to sewage prior to the recycling step; and (b) discharging a portion of the partially treated water to sewage.
Claim 13
Dependent Claim
464 words
A process for recycling waste water containing suspended solid waste comprising the steps of: (a) collecting said waste water from a source thereof in a waste water holding vessel; (b) introducing the collected waste water into a flotation cell when there is a predetermined large quantity of waste water in the waste water holding vessel, such waste water introduction into the flotation cell reducing the quantity of waste water in the waste water holding vessel to a predetermined small quantity of such waste water, the flotation cell having predetermined flow rate and quantity requirements; (c) terminating the introduction of collected waste water into the flotation cell when there is the predetermined small quantity of waste water in the waste water holding vessel; (d) collecting said suspended solid waste from the waste water in the flotation cell by flocculation and aeration to form agglomerates of said suspended solid waste ahering to air bubbles produced by aeration and partially treated water; (e) removing the agglomerates of said suspended solid waste from the flotation cell; (f) collecting partially treated water from the flotation cell in a partially treated water holding vessel; (g) sterilizing the partially treated water in the partially treated water holding vessel with a chemical agent and by mixing the partially treated water and chemical agent in the partially treated water holding vessel, and by directing the water in the partially treated water holding vessel along a tortuous path; (h) introducing the partially treated water from the partially treated water holding vessel into a filter when there is a predetermined large quantity of such water in the partially treated water holding vessel, such partially treated water introduction into the filter reducing the quantity of partially treated water in the partially treated water holding vessel to a predetermined small quantity of such partially treated water, the filter having predetermined flow rate and quantity requirements different from the predetermined flow rate and quantity requirements of the flotation cell; (i) terminating the introduction of partially treated water into the filter when there is the predetermined small quantity of such water in the partially treated water holding vessel; (j) the predetermined large quantities of water in the waste water holding vessel and partially treated water holding vessel corresponding to quantities of water sufficient to supply the flotation cell and filter, respectively, at their predetermined flow rates and quantities, the predetermined small quantities in such vessels corresponding to insufficient water for such flow rates and quantities; (k) filtering partially treated water in the filter to form filtered water; (l) collecting filtered water in a treated water storage vessel; (m) heating the filtered water in the treated water storage vessel to a predetermined temperature; and (n) recycling the heated water from the treated water storage vessel as feed to the source.
Claim 14
Dependent Claim
464 words
A process for recycling waste water containing suspended solid waste comprising the steps of: (a) collecting said waste water from a source thereof in a waste water holding vessel; (b) introducing the collected waste water into a flotation cell when there is a predetermined large quantity of waste water in the waste water holding vessel, such waste water introduction into the flotation cell reducing the quantity of waste water in the waste water holding vessel to a predetermined small quantity of such waste water, the flotation cell having predetermined flow rate and quantity requirements; (c) terminating the introduction of collected waste water into the flotation cell when there is the predetermined small quantity of waste water in the waste water holding vessel; (d) collecting said suspended solid waste from the waste water in the flotation cell by flocculation and aeration to form agglomerates of said suspended solid waste ahering to air bubbles produced by aeration and partially treated water; (e) removing the agglomerates of said suspended solid waste from the flotation cell; (f) collecting partially treated water from the flotation cell in a partially treated water holding vessel; (g) sterilizing the partially treated water in the partially treated water holding vessel with a chemical agent and by mixing the partially treated water and chemical agent in the partially treated water holding vessel, and by directing the water in the partially treated water holding vessel along a tortuous path; (h) introducing the partially treated water from the partially treated water holding vessel into a filter when there is a predetermined large quantity of such water in the partially treated water holding vessel, such partially treated water introduction into the filter reducing the quantity of partially treated water in the partially treated water holding vessel to a predetermined small quantity of such partially treated water, the filter having predetermined flow rate and quantity requirements different from the predetermined flow rate and quantity requirements of the flotation cell; (i) terminating the introduction of partially treated water into the filter when there is the predetermined small quantity of such water in the partially treated water holding vessel; (j) the predetermined large quantities of water in the waste water holding vessel and partially treated water holding vessel corresponding to quantities of water sufficient to supply the flotation cell and filter, respectively, at their predetermined flow rates and quantities, the predetermined small quantities in such vessels corresponding to insufficient water for such flow rates and quantities; (k) filtering partially treated water in the filter to form filtered water; (l) collecting filtered water in a treated water storage vessel; (m) heating the filtered water in the treated water storage vessel to a predetermined temperature; and (n) recycling the heated water from the treated water storage vessel as feed to the source.
Claim 15
Dependent Claim
36 words
The process claimed in claim 12 including the step of terminating collection of waste water in the waste water holding vessel when a predetermined maximum quantity of partially treated water collects in the latter's holding vessel.
Claim 16
Dependent Claim
22 words
The process claimed in claim 13 including the step of periodically backwashing the filter with water from the collected water storage vessel.
Claim 17
Dependent Claim
16 words
The process claimed in claim 12 wherein flocculation is accomplished with a short chain cationic polymer.
Claim 18
Dependent Claim
54 words
The process claimed in claim 12 wherein: (a) aeration is by dissolving air in the waste water and releasing the dissolved air as bubbles by reducing water pressure in the flotation cell; (b) the bubbles gather the agglomerated suspended solid waste for the solid collection; and (c) the filtering is by a mixed media.
Claim 19
Dependent Claim
16 words
The process claimed in claim 16 wherein flocculation is accomplished with a short chain cationic polymer.
Claim 20
Dependent Claim
21 words
The process claimed in claim 17 including discharging a portion of the waste water to sewage prior to the introduction step.
Claim 21
Dependent Claim
21 words
The process claimed in claim 17 including discharging a portion of the filtered water to sewage prior to the recycling step.
Claim 22
Dependent Claim
17 words
The process claimed in claim 17 including discharging a portion of the partially treated water to sewage.
Claim 23
Dependent Claim
34 words
The process claimed in claim 17 including: (a) discharging a portion of the filtered water to sewage prior to the recycling step; and (b) discharging a portion of the partially treated water to sewage.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1983-07-08 | 1984-01-07 | 1984-07-08 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1987-07-08 | 1988-01-07 | 1988-07-08 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1991-07-08 | 1992-01-07 | 1992-07-08 | $7700.00 | Window Closed / Lapsed |