High-rate sedimentation tank and water treatment apparatus including the same

Patent metadata

Field	Value
Publication number	US-9878270-B2
Application number	US-201615012999-A
Country	US
Kind code	B2
Filing date	Feb 2, 2016
Priority date	Aug 10, 2015
Publication date	Jan 30, 2018
Grant date	Jan 30, 2018

Abstract

A high-rate sedimentation tank includes a hopper configured to be supplied with raw water including floc, at least one circular orifice pipe disposed at a lower portion of the hopper and configured to have the floc deposited therein as a sludge while passing the floc included in the raw water therethrough, and a sludge outlet configured to discharge the sludge deposited by passing through the circular orifice pipe to an outside of the hopper.

First claim

What is claimed is:

1. A high-rate sedimentation tank, comprising:
a hopper configured to be supplied with raw water including floc;
at least one circular orifice pipe disposed at a lower portion of the hopper and spaced above a bottom surface of the hopper and configured to have the floc deposited therein as a sludge while passing the floc included in the raw water therethrough; and
a sludge outlet provided at the bottom surface of the hopper and configured to discharge the sludge deposited by passing through the circular orifice pipe to an outside of the hopper,
wherein the at least one circular orifice pipe includes a horizontally disposed tube having orifices that open at an upper surface of the tube and pass completely through the tube to open at a lower surface of the tube, so that the sludge passes outside of the at least one circular pipe at the lower surface of the tube before depositing at the bottom surface of the hopper to be subsequently discharged through the sludge outlet.

2. The high-rate sedimentation tank of claim 1 , wherein when the number of circular orifice pipes is plural, diameters of the plurality of orifice pipes are equal or different.

3. The high-rate sedimentation tank of claim 2 , wherein when the diameters of the plurality of circular orifice pipes are different, the orifice pipe having a larger diameter is disposed at an upper portion of the hopper compared to the orifice pipe having the smaller diameter.

4. The high-rate sedimentation tank of claim 1 , wherein the circular orifice pipe includes branch pipes alternately arranged radially therein and including orifices.

5. The high-rate sedimentation tank of claim 1 , wherein the circular orifice pipe includes a branch pipe dividing an inside thereof into three areas and including an orifice.

6. The high-rate sedimentation tank of claim 1 , further comprising:
a baffle spaced apart from an inner side surface of the hopper at a predetermined distance configured to guide a flow of the floc included in the raw water toward the lower portion of the hopper.

7. The high-rate sedimentation tank of claim 6 , further comprising:
a guide plate spaced between the inner side surface of the hopper and the baffle configured to disperse a flow of the floc to prevent the sludge from re-rising.

8. The high-rate sedimentation tank of claim 6 , further comprising:
an inclination plate spaced at a distal end of the baffle configured to guide the flow of the floc to an inner side surface of the hopper.

9. The high-rate sedimentation tank of claim 1 , further comprising:
a folded plate spaced at an upper portion of the circular orifice pipe configured to prevent the deposited sludge from rising.

10. The high-rate sedimentation tank of claim 9 , wherein the folded plate has an L-shaped cross section.

11. A water treatment apparatus, comprising:
a raw water tank supplying raw water;
a mixing and flocculation tank configured to flocculate foreign materials included in the raw water introduced from the raw water tank as floc;
the high-rate sedimentation tank of claim 1 configured to deposit the floc included in influent introduced from the mixing and flocculation tank; and
a filtering tank configured to filter and remove organic materials and foreign materials included in the influent introduced from the sedimentation tank.

12. The water treatment apparatus of claim 11 , wherein the mixing and flocculation tank includes:
a chamber introduced with the raw water;
at least one agitator; and
a porous plate disposed under the at least one agitator.

13. The water treatment apparatus of claim 12 , wherein the agitator is an impeller type.

14. The water treatment apparatus of claim 13 , wherein when the number of agitators is plural, the porous plate is disposed between the agitators in a vertical direction, and wing diameters of the plurality of agitators are equal or different.

15. The water treatment apparatus of claim 14 , wherein the plurality of agitators having different wing diameters are disposed so that a wing of a larger diameter is disposed at an upper portion of the chamber compared to a wing of a smaller diameter.

16. The water treatment apparatus of claim 14 , wherein the porous plate is disposed between two agitators among the plurality of agitators.

17. The water treatment apparatus of claim 11 , further comprising:
a sterilizing tank sterilizing the influent filtered by the filtering tank.

18. A method for depositing floc in raw water as sludge using the high-rate sedimentation tank of claim 1 , comprising:
supplying the raw water including the floc into a hopper; and
depositing the floc as the sludge by passing the raw water including the floc through an orifice formed in a circular pipe disposed in the hopper.

Assignees

• Doosan Heavy Ind & Construction Co Ltd

Inventors

• Min Jine Hee
• Lee Chul Woo
• Ro Youngjun

Classifications

• C02F2001/007

  Processes including a sedimentation step · CPC title

• B01D21/2433

  Discharge mechanisms for floating particles · CPC title

• B01D21/0087

  Settling tanks provided with means for ensuring a special flow pattern, e.g. even inflow or outflow (B01D21/2411 takes precedence) · CPC title

• B01D21/0012

  Settling tanks making use of filters, e.g. by floating layers of particulate material · CPC title

• B01D21/2472

  Means for fluidising the sediments, e.g. by jets or mechanical agitators · CPC title