METHOD FOR REMOVING SUSPENDED SOLIDS FROM AQUEOUS FLUIDS

• US 20100264093A1
• Filed: 06/30/2010
• Published: 10/21/2010
• Est. Priority Date: 04/16/2007
• Status: Active Grant

• Current Assignee: D&D Oilfield Rentals Corp. (Total Energy Services Incorporated)
• Original Assignee: D&D Oilfield Rentals Corp. (Total Energy Services Incorporated)
• Inventors: WOLD, Randy, RALPH, Ambrose, ALLARD, Roger
• Granted Patent: US 7,972,518 B2
• Time in Patent Office: Days
• US Class Current: 210/738
• CPC Class Codes: B01D 21/0006 Settling tanks provided with means for cleaning and maintenance
• CPC Class Codes: B01D 21/0042 Baffles or guide plates
• CPC Class Codes: B01D 21/08 provided with flocculating compartments
• CPC Class Codes: B01D 21/245 Discharge mechanisms for the sediments
• CPC Class Codes: B01D 21/2488 bringing about a partial recirculation of the liquid, e.g. for introducing chemical aids
• CPC Class Codes: C02F 1/5281 Installations for water purification using chemical agents

Abstract

A method for cleaning solids-laden aqueous fluids uses an apparatus comprising a settling tank having a sloping floor, which drops off into a collection area; primary and secondary mixing tanks, the lower regions of which are in fluid communication via fluid transfer means; and agitators in each of the mixing tanks. Solids-laden fluid is introduced into the primary mixing tank along with selected coagulant and/or flocculent chemicals, whereupon the agitator in the primary mixing tank is actuated to induce downward fluid flow toward the fluid transfer means and into the secondary mixing tank. The agitator in the secondary mixing tank is actuated to induce upward fluid flow in the secondary mixing tank, from which the fluid mixture overflows into the setting tank. Solids settle or precipitate into the settling tank, and then move downward along the settling tank'"'"'s sloped floor and into the collection area, from which the solids can be removed for further treatment or disposal. Clean water is collected from the upper region of the settling tank, preferably via a spillway along the perimeter of the settling tank.

Claims

1. A method for recovering water from aqueous fluids containing suspended solid matter, said method comprising the steps of:

(a) providing a settling tank;

a primary mixing tank;

a secondary mixing tank; and

fluid transfer means whereby fluids can flow from a lower region of the primary mixing tank into a lower region of the secondary mixing tank;

said secondary mixing tank having overflow means whereby fluids can flow from an upper region of the secondary mixing tank into the settling tank;

(b) providing primary and secondary agitation means in association with the primary and secondary mixing tanks, respectively;

(c) introducing a flow of solids-laden aqueous fluid into the primary mixing tank;

(d) introducing selected amounts of precipitation enhancement agents into the primary mixing tank, said precipitation enhancement agents being selected from the group consisting of coagulants and flocculants;

(e) actuating the primary agitation means to mix the precipitation enhancement agents with the solids-laden aqueous fluid within the primary mixing tank, and to induce flow of the fluid mixture downward within the primary mixing tank and thence into the secondary mixing tank via the fluid transfer means;

(f) actuating the secondary agitation means to induce flow of the fluid mixture upward within the secondary mixing tank and thence into the settling tank via the overflow means;

(g) allowing solids to precipitate out of the fluid mixture in the settling tank; and

(h) collecting clean water from an upper region of the settling tank.

2. The method of claim 1 wherein the settling tank has a sloping floor and a collection chamber adjacent to and lower than the lower end of the sloping floor, said collection chamber having an outlet port, and comprising the further step of allowing precipitated solids to flow by gravity into the collection chamber.

3. The method of claim 2, further comprising the step of conveying solids-laden sludge from the collection chamber through the outlet port.

4. The method of claim 3, further comprising the step of separating water from the solids-laden sludge in a centrifuge.

5. The method of claim 1 wherein a generally horizontal spillway is provided adjacent to an upper region of the settling tank, said spillway having:

(a) a clean water outlet port; and

(b) a first gate operable to allow fluid flow from the settling tank into the spillway or from the spillway into the settling tank;

wherein the step of collecting clean water includes the step of comprises operating the first gate to allow clean water to flow from the settling tank into the spillway and into the clear water outlet port.

6. The method of claim 1 wherein a generally horizontal spillway is provided adjacent to an upper region of the settling tank, said spillway having:

(a) a first gate operable to allow fluid flow from the settling tank into the spillway or from the spillway into the settling tank; and

(b) a second gate operable to allow fluid flow from the spillway into a selected one of the primary and secondary mixing tanks;

wherein the method comprises the further steps of operating the first gate to allow clean water to flow from the settling tank into the spillway, and operating the second gate to allow clean water to flow from the spillway into the selected mixing tank.

7. The method of claim 2 wherein the settling tank comprises a plurality of spaced and substantially vertical baffles extending across the settling tank transverse to the slope of sloped floor of the settling tank, each baffle having:

(a) an upper edge and a lower edge, said lower edge being disposed a selected distance above the sloped floor;

(b) a baffle gate adjacent said upper edge; and

(c) gate actuation means for selectively operating the baffle gate between a closed position and an open position;

wherein the method comprises the further step of opening the baffle gates to facilitate fluid flow in an upper zone of the settling tank.

8. The method of claim 7 wherein the baffle gates of at least one pair of adjacent baffles are laterally staggered, so as to induce a meandering flow pattern of fluid flow in the upper zone of the settling tank.

9. The method of claim 7, further comprising the steps of providing baffle-cleaning means for removing solid matter built up on the baffles, periodically actuating the baffle-cleaning means to remove solid matter from the baffles, and allowing the removed solid matter to flow into the collection chamber.

10. The method of claim 9 wherein the baffle-cleaning means comprises a wash pipe running adjacent to each baffle, with each wash pipe having a plurality of orifices oriented to direct a stream of water from wash pipe toward a selected vertical face of the corresponding baffle.

11. The method of claim 1 wherein the step of introducing precipitation enhancement agents into the primary mixing tank comprises the steps of preparing a chemical solution of precipitation enhancement agents in a chemical mixing tank and conveying the chemical solution from the chemical mixing tank to the primary mixing tank.

12. The method of claim 11 wherein a generally horizontal spillway is provided adjacent to an upper region of the settling tank, and wherein the chemical mixing tank is located adjacent to the spillway, said spillway having:

(a) a first gate operable to allow fluid flow from the chemical mixing tank into the spillway; and

(b) a second gate operable to allow fluid flow from the spillway into the primary mixing tank;

wherein the step of conveying the chemical solution from the chemical mixing tank to the primary mixing tank includes the steps of operating the first gate to allow the chemical solution to flow from the chemical mixing tank into the spillway, and operating the second gate to allow the chemical solution to flow from the spillway into the primary mixing tank.