CN102350101A - Sewage treatment settling pond for iron ore concentrate slurry - Google Patents

Sewage treatment settling pond for iron ore concentrate slurry Download PDF

Info

Publication number
CN102350101A
CN102350101A CN2011101966966A CN201110196696A CN102350101A CN 102350101 A CN102350101 A CN 102350101A CN 2011101966966 A CN2011101966966 A CN 2011101966966A CN 201110196696 A CN201110196696 A CN 201110196696A CN 102350101 A CN102350101 A CN 102350101A
Authority
CN
China
Prior art keywords
sedimentation basin
settling pond
sewage
iron ore
ore concentrate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN2011101966966A
Other languages
Chinese (zh)
Other versions
CN102350101B (en
Inventor
安建
普光跃
潘春雷
赵科
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yunnan Dahongshan Pipeline Co Ltd
Original Assignee
Yunnan Dahongshan Pipeline Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yunnan Dahongshan Pipeline Co Ltd filed Critical Yunnan Dahongshan Pipeline Co Ltd
Priority to CN 201110196696 priority Critical patent/CN102350101B/en
Publication of CN102350101A publication Critical patent/CN102350101A/en
Application granted granted Critical
Publication of CN102350101B publication Critical patent/CN102350101B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The invention relates to a sewage treatment settling pond for iron ore concentrate slurry. The sewage treatment settling pond comprises a settling pond, wherein a sewage inlet and a sewage outlet are formed at two ends of the settling pond; a plurality of water retaining walls are arranged in the settling pond in a heightened mode to divide the settling pond into a plurality of precipitation units; a layer of water interception wall is additionally built on each water retaining wall; one end of the water interception walls are connected with the wall of the settling pond, and the other end of the water interception walls and the wall of the settling pond form water passing openings; and the distance between any two adjacent water passing openings is the longest. In the sewage treatment settling pond, the wall in the middle of the settling pond is heightened partially to change the water flow direction and increase a water flow path by over one time, so that the settling time of sewage can be improved effectively to improve the settling efficiency of the sewage greatly.

Description

A kind of iron ore concentrate slurry sedimentation basin of sewage disposal
Technical field
The present invention relates to a kind of sedimentation basin, especially relate to a kind of iron ore concentrate slurry sedimentation basin of sewage disposal.
Background technology
The sewage disposal link that the iron ore concentrate slurry can produce when the dehydration link; Can use sedimentation basin in the existing processing method; Traditional sedimentation basin structure as shown in Figure 1; Comprising sedimentation basin 1, waterwall 3, sewage import 2 and sewage overflow mouth 4, wherein the height of waterwall 3 is lower than sedimentation basin 1 pool wall height.As shown in Figure 2, it is to flow into from the upper left corner of sedimentation basin 1 that current originally move towards 5, flows out through the overfall of deposition from sedimentation basin 1 lower right corner.
This shows that though the sedimentation basin of traditional structure is provided with waterwall 3 in the pond, waterwall 3 stops that not playing optimal effectiveness prolongs sewage time of staying in sedimentation basin.In addition, because size is identical, make most of precipitate in a plurality of precipitation unit in the independently precipitation unit that waterwall 3 and sedimentation basin 1 formed, bring inconvenience, increased a large amount of production costs for collecting, handle and dig out in the future.
Summary of the invention
The present invention has designed a kind of iron ore concentrate slurry sedimentation basin of sewage disposal, and the technical problem of its solution is that existing sedimentation basin structure fails to improve greatly deposition efficiency and the precipitate distribution inequality is unfavorable for removing.
In order to solve the technical problem of above-mentioned existence, the present invention has adopted following scheme:
A kind of iron ore concentrate slurry sedimentation basin of sewage disposal; Comprise sedimentation basin (1), be distributed with sewage import (4) and outlet of sewer (4) at said sedimentation basin (1) two ends; In said sedimentation basin (1), improve and be provided with polylith waterwall (3) sedimentation basin (1) is divided into a plurality of precipitation unit; It is characterized in that: on said waterwall (3), add and build one deck water stop (6); Said water stop (6) one ends are connected with said sedimentation basin (1) pool wall; The other end and said sedimentation basin (1) pool wall form outlet pass (8), and the distance between any two adjacent outlet passes (8) is for the longest.
Further, a plurality of precipitation unit volumes between said sewage import (4) and the said outlet of sewer (4) reduce successively.
Further, the precipitation unit body volume that is positioned at of said sewage import (4) accounts for more than 1/3rd of whole said sedimentation basin (1).
This iron ore concentrate slurry sedimentation basin of sewage disposal is compared with traditional sedimentation basin, has following beneficial effect:
(1) the present invention adds one section water stop of block on original waterwall; The direction that block changes current that adds through water stop; Make water (flow) direction by original be that the oblique line of end points flows to water inlet and delivery port; Changing into broken line flows to; So just make the approach of current increase by one times; Be that sewage has increased by one times in the sedimentation time of sedimentation basin, improved deposition efficiency greatly.
(2) the present invention is through calculating effluent flow rate and iron ore concentrate settling velocity; Thereby confirm the volume of the precipitation unit that the sewage import is positioned at; Make the iron ore concentrate major part be deposited in the precipitation unit that the sewage import is arranged in, be convenient to dig in the future fortune and remove the iron ore concentrate sediment.
Description of drawings
Fig. 1 is traditional sedimentation basin structural representation;
Fig. 2 is that current move towards sketch map in the traditional sedimentation basin;
Fig. 3 is an iron ore concentrate slurry sedimentation basin of sewage disposal structural representation of the present invention;
Fig. 4 is that current move towards sketch map in the iron ore concentrate slurry sedimentation basin of sewage disposal of the present invention.
Description of reference numerals:
1-sedimentation basin; The import of 2-sewage; 3-waterwall; 4-outlet of sewer; 5-originally current trend; 6-water stop; 7-improved current trend; 8-outlet pass.
The specific embodiment
Below in conjunction with Fig. 3 and Fig. 4, the present invention is further specified:
A kind of iron ore concentrate slurry sedimentation basin of sewage disposal; Comprise sedimentation basin 1, be distributed with sewage import 4 and outlet of sewer 4 at sedimentation basin 1 two ends; In sedimentation basin 1, improve and be provided with polylith waterwall 3 sedimentation basin 1 is divided into a plurality of precipitation unit; On waterwall 3, add and build one deck water stop 6; Water stop 6 one ends are connected with sedimentation basin 1 pool wall; The other end and sedimentation basin 1 pool wall form outlet pass 8, and the distance between any two adjacent outlet passes 8 is for the longest.
The effect of waterwall is: the first, the blocking-up solid material is along with flow makes its better deposition; The second, allow in more material has been deposited in first little pond convenient the collection.
A plurality of precipitation unit volumes between sewage import 4 and the outlet of sewer 4 reduce successively.Specifically, the precipitation unit body volume that is positioned at of sewage import 4 accounts for more than 1/3rd of whole sedimentation basin 1.
On waterwall 3, add and build one deck water stop 6, only need on original waterwall 3, add with cement and brick as shown in Figure 3 and build the high wall of 15CM, assurance water can not flow through and get final product, and outlet pass 8 length of reserving are 2M.After such transformation, changed the trend of current, so just make the approach of current increase by one times, promptly sewage has increased by one times in the sedimentation time of sedimentation basin, has improved deposition efficiency greatly.
Combine accompanying drawing that the present invention has been carried out exemplary description above; Obvious realization of the present invention is not subjected to the restriction of aforesaid way; As long as the various improvement of having adopted method design of the present invention and technical scheme to carry out; Or design of the present invention and technical scheme are directly applied to other occasion without improving, all in protection scope of the present invention.

Claims (3)

1. iron ore concentrate slurry sedimentation basin of sewage disposal; Comprise sedimentation basin (1), be distributed with sewage import (4) and outlet of sewer (4) at said sedimentation basin (1) two ends; In said sedimentation basin (1), improve and be provided with polylith waterwall (3) sedimentation basin (1) is divided into a plurality of precipitation unit; It is characterized in that: on said waterwall (3), add and build one deck water stop (6); Said water stop (6) one ends are connected with said sedimentation basin (1) pool wall; The other end and said sedimentation basin (1) pool wall form outlet pass (8), and the distance between any two adjacent outlet passes (8) is for the longest.
2. according to the said iron ore concentrate slurry of claim 1 sedimentation basin of sewage disposal, it is characterized in that: a plurality of precipitation unit volumes between said sewage import (4) and the said outlet of sewer (4) reduce successively.
3. according to the said iron ore concentrate slurry of claim 2 sedimentation basin of sewage disposal, it is characterized in that: the precipitation unit body volume that said sewage import (4) is positioned at accounts for more than 1/3rd of whole said sedimentation basin (1).
CN 201110196696 2011-07-14 2011-07-14 Sewage treatment settling pond for iron ore concentrate slurry Active CN102350101B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201110196696 CN102350101B (en) 2011-07-14 2011-07-14 Sewage treatment settling pond for iron ore concentrate slurry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110196696 CN102350101B (en) 2011-07-14 2011-07-14 Sewage treatment settling pond for iron ore concentrate slurry

Publications (2)

Publication Number Publication Date
CN102350101A true CN102350101A (en) 2012-02-15
CN102350101B CN102350101B (en) 2013-10-23

Family

ID=45573812

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110196696 Active CN102350101B (en) 2011-07-14 2011-07-14 Sewage treatment settling pond for iron ore concentrate slurry

Country Status (1)

Country Link
CN (1) CN102350101B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104355492A (en) * 2014-11-07 2015-02-18 紫金铜业有限公司 Method for efficiently removing arsenic from end water of industrial waste water

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10059076A1 (en) * 2000-11-28 2002-06-06 Rag Ag Process for dewatering slurries, preferably from flotation units in coal mines, comprises using at least two sedimentation tanks having the same volume
CN2641037Y (en) * 2003-06-13 2004-09-15 何建旭 Small life sewage treatment plant
CN201033758Y (en) * 2007-05-15 2008-03-12 唐传祥 Highly effective module combined sewage treatment equipment
WO2008117396A1 (en) * 2007-03-26 2008-10-02 Fukuyoshi Engineering Co., Ltd. Sludge dewatering device and continuous operation method
CN202185189U (en) * 2011-07-14 2012-04-11 云南大红山管道有限公司 Sedimentation tank for sewage disposal of iron ore concentrate pulp body

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10059076A1 (en) * 2000-11-28 2002-06-06 Rag Ag Process for dewatering slurries, preferably from flotation units in coal mines, comprises using at least two sedimentation tanks having the same volume
CN2641037Y (en) * 2003-06-13 2004-09-15 何建旭 Small life sewage treatment plant
WO2008117396A1 (en) * 2007-03-26 2008-10-02 Fukuyoshi Engineering Co., Ltd. Sludge dewatering device and continuous operation method
CN201033758Y (en) * 2007-05-15 2008-03-12 唐传祥 Highly effective module combined sewage treatment equipment
CN202185189U (en) * 2011-07-14 2012-04-11 云南大红山管道有限公司 Sedimentation tank for sewage disposal of iron ore concentrate pulp body

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104355492A (en) * 2014-11-07 2015-02-18 紫金铜业有限公司 Method for efficiently removing arsenic from end water of industrial waste water

Also Published As

Publication number Publication date
CN102350101B (en) 2013-10-23

Similar Documents

Publication Publication Date Title
CN201848131U (en) Table-flap type multi-stage mud-discharge settling tank applied to sewage treatment
CN103301658B (en) Efficient micro-resistance pulsating vortex sedimentation device
CN204208343U (en) Inclined plate sedimentation device
CN102139946A (en) Primary strengthening treatment device of overflow sewage
CN202223939U (en) Seawater coagulation sedimentation device
CN202185189U (en) Sedimentation tank for sewage disposal of iron ore concentrate pulp body
CN203154885U (en) V-shaped sedimentation tank
CN207024716U (en) A kind of settler for sewage treatment
CN203355383U (en) Coagulative precipitation tank
CN102350101B (en) Sewage treatment settling pond for iron ore concentrate slurry
CN103657164A (en) S-shaped settling pond
CN206454321U (en) A kind of settler for wastewater treatment
CN201997138U (en) High-efficiency settling tank
CN203346197U (en) Integrated water purification device
CN105692737A (en) Aerated grit chamber with integrated functions of grit removing, skimming and oil removing
CN202087090U (en) Sedimentation device
CN204251376U (en) A kind of small-sized air-floating apparatus
CN203668087U (en) Combined flocculation and sedimentation tank
CN206793127U (en) A kind of same flow oblique board sedimentation basin
CN201485345U (en) Pulp water purification treatment device
CN205307889U (en) Pipe chute precipitation equipment
CN205307890U (en) Continuous precipitation separates pipe chute
CN104787844B (en) A kind of oil-containing waste water treating device and method
CN204369586U (en) Villages and small towns Water purification modularized equipment
CN203196398U (en) Efficient micro-resistance pulsation vortex sedimentation device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant