CN105396335A - Small and medium-sized water treatment plant sludge water treatment method - Google Patents

Small and medium-sized water treatment plant sludge water treatment method Download PDF

Info

Publication number
CN105396335A
CN105396335A CN201510956264.9A CN201510956264A CN105396335A CN 105396335 A CN105396335 A CN 105396335A CN 201510956264 A CN201510956264 A CN 201510956264A CN 105396335 A CN105396335 A CN 105396335A
Authority
CN
China
Prior art keywords
water
spoil disposal
basin
sludge
pipeline
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
CN201510956264.9A
Other languages
Chinese (zh)
Other versions
CN105396335B (en
Inventor
牛耘芜
俞昇
黄优军
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.)
Xinchang Sino French Water Supply Co Ltd
Original Assignee
Xinchang Sino French Water Supply 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 Xinchang Sino French Water Supply Co Ltd filed Critical Xinchang Sino French Water Supply Co Ltd
Priority to CN201510956264.9A priority Critical patent/CN105396335B/en
Publication of CN105396335A publication Critical patent/CN105396335A/en
Application granted granted Critical
Publication of CN105396335B publication Critical patent/CN105396335B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D21/00Separation of suspended solid particles from liquids by sedimentation
    • B01D21/02Settling tanks with single outlets for the separated liquid
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • C02F11/121Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • C02F11/14Treatment of sludge; Devices therefor by de-watering, drying or thickening with addition of chemical agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/04Flow arrangements

Abstract

The invention discloses a mall and medium-sized water treatment plant sludge water treatment method. An equipment main body possesses standby application characteristic, so that whole machine backup of other dehydration forms is avoided; solid content of muddy water can be reduced to be 0.2%, both concentrated sludge and uniform sludge water can be processed; concentrated sludge is treated under normal conditions, and sludge water is treated directly under special conditions, so that mutual standby application of two lines can be realized; only one concentration basin is needed; the concentration basin is constructed based on safety and stability considerations; after concentration, sludge delivered into a water extractor is relatively stable; dehydration PAM required amount is stable; so that it is beneficial for equipment automatic operation, and unattended operation is realized. Equipment operation is stable; operation and maintenance are convenient; on-site environment is improved, and is clean; noise is low; equipment investment is less; and operation cost is relatively low.

Description

A kind of middle-size and small-size water treatment plant water for drainage slurry technique
[technical field]
The present invention relates to the technical field of water treatment, particularly the technical field of a kind of middle-size and small-size water treatment plant water for drainage slurry technique.
[background technology]
Spoil disposal water is directly discharged to landscape lake by Xinchang pig scenery with hills and waters factory past attempts--in Hu Lian pool, badly influence the water quality in view and river course.Along with the raising day by day of environmental consciousness and requirement, from the second half of last year, be apprised of, had influence on environment.The beginning of this year, the construction of water for drainage slurry system was extremely urgent, and middle method water utilities water purification portion take part in the conceptual design work of this project.Reference Design specification and the built water for drainage slurry system of middle method system, representational scheme is two cover configurations, and complete machine is for subsequent use, as two spoil disposal ponds, centrifugal dehydrator the using and the reserved or dual-purpose standby etc.If by this scheme, only there are 40,000 tons/day, the water factory in the dry mud/sky of sludge output 0.4 ton for water-making ability, do not met low-carbon environment-friendly, recycling economy, sustainable development idea.Need to seek spoil disposal water solution that is new, that be more suitable for medium and small water treatment plant.What the sludge dewatering of current waterworks mainly adopted has the forms such as plate and frame filter press, belt filter press, centrifugal dehydrator and drying bed.Sludge drying bed needs larger sun sludge field ground, and probably scene is difficult to meet.Plate and frame filter press mud extraction solid content is high, but equipment investment is high, auxiliary device is many, poor working environment, operational administrative workload are large; Belt filter press mud extraction solid content is lower slightly, and equipment investment is less, continuously-running, and operation element amount is few, but filter cloth needs continuous flushing, and working environment is poor; Centrifugal dehydrator is to sludge concentration strong adaptability, and automatically run continuously, device efficiency is high, and technical process is simple, control is convenient, convenient management, and building environment cleans, and is the sludge dewatering equipment that application is wider at present, and major defect is that noise is large, and equipment investment is larger.It is simple that we wish that the dewatering process selected should have technique, and operating maintenance is convenient; Site environment is good, clean, noise is low; The features such as equipment investment is few, and operating cost is relatively low.
[summary of the invention]
Object of the present invention solves the problems of the prior art exactly, proposes a kind of middle-size and small-size water treatment plant water for drainage slurry technique, has stable equipment operation, and operating maintenance is convenient; Site environment is good, clean, noise is low; Equipment investment is few, the advantage that operating cost is relatively low.
For achieving the above object, the present invention proposes a kind of middle-size and small-size water treatment plant water for drainage slurry technique, comprise the following steps:
Step one: the backwash draining in filter tank enters backwash draining recovery pond by pipeline, after staticly settling, the supernatant of backwash draining reclaims and pumps into former water by pipeline, and the bottom precipitated liquid of backwash draining pumps into spoil disposal pond by pipeline;
Step 2: the spoil disposal water in sedimentation basin and the precipitated liquid of backwash draining enter spoil disposal pond by pipeline, spoil disposal pond is mixed into homogeneous spoil disposal water to spoil disposal water and precipitated liquid, homogeneous spoil disposal water pumps into concentration basin by pipeline, and the precipitating sludge of spoil disposal basin bottom pumps into storage basin by active redundancy pipeline;
Step 3: homogeneous spoil disposal water carries out standing gravity concentration precipitation in concentration basin, the supernatant qualified discharge of homogeneous spoil disposal water, the homogeneous spoil disposal water thickened sludge bottom concentration basin enters storage basin by pipeline;
Step 4: storage basin carries out mixing and stores after receiving precipitating sludge and thickened sludge, precipitating sludge and thickened sludge are pumped into folded spiral shell formula dewaterer by pipeline by storage basin as required;
Step 5: folded spiral shell formula dewaterer carries out processed to precipitating sludge and thickened sludge, and the mud cake formed after dehydration is transported by sanitationman, and the filtrate formed after dehydration is recycled to spoil disposal pool circulating by pipeline.
As preferably, the quantity in described spoil disposal pond has one, and the quantity of described backwash draining recovery pond has two, when overhauling in spoil disposal pond, a backwash draining recovery pond can be used to use as spoil disposal pond temporarily.
As preferably, the quantity of described concentration basin has one, when concentration basin overhauls, can directly enter precipitating sludge to storage basin by spoil disposal pond, and folded spiral shell formula dewaterer runs under low solid content.
As preferably, the quantity of described storage basin has one, and when storage basin overhauls, concentration basin can reduce the mud reserves of concentration basin in advance, stores up mud, the maximum three day time of storage mud amount when overhauling in order to subsequent technique.
As preferably, the quantity of described folded spiral shell formula dewaterer has one, and folded spiral shell formula dewaterer is bitubular form, and described folded spiral shell formula dewaterer can run by monotubular, for subsequent use each other between the bitubular.
Beneficial effect of the present invention: the present invention adopts folded spiral shell formula dewaterer, folded spiral shell formula dewaterer the earliest Shi An NIKON brought China in 2007.Operation principle is, folded spiral shell body is mutually stacked by retainer ring and travelling ring, and helical axis runs through wherein, formation tubular filtration.Helical axis is while conveying mud, promote travelling ring to move in a circle, there is automated cleaning filter joint function, prevent blocking, thus ensure the operation that dewaterer is continual and steady, normally produce, spoil disposal water is after gravity concentration, solid content brings up to about 2.0% from 0.2%, and thickened sludge dewaters by entering folded spiral shell formula dewaterer through storage basin, special circumstances, the spoil disposal water of solid content 0.2% directly enters the dehydration of folded spiral shell formula dewaterer, present device body has feature for subsequent use, therefore the complete machine spare condition as other dehydrated form is eliminated, entering muddy water solid content can be low to 0.2%, thickened sludge can be entered and can enter again uniform spoil disposal water, process thickened sludge under normal circumstances, in particular cases directly process spoil disposal water, two circuits can be realized for subsequent use each other with this, only need construction concentration basin, be designed with concentration basin, main consideration is safety and stability aspect, by concentrated, the mud entering dewaterer is comparatively stable, dehydration PAM demand is stablized, be conducive to equipment automatically to run, realize unmanned.The present invention has stable equipment operation, and operating maintenance is convenient; Site environment is good, clean, noise is low; Equipment investment is few, the advantage that operating cost is relatively low.
Feature of the present invention and advantage will be described in detail by reference to the accompanying drawings by embodiment.
[accompanying drawing explanation]
Fig. 1 is the process chart of a kind of middle-size and small-size water treatment plant of the present invention water for drainage slurry technique.
[detailed description of the invention]
Consult Fig. 1, a kind of middle-size and small-size water treatment plant of the present invention water for drainage slurry technique, comprises the following steps:
Step one: the backwash draining in filter tank enters backwash draining recovery pond by pipeline, after staticly settling, the supernatant of backwash draining reclaims and pumps into former water by pipeline, and the bottom precipitated liquid of backwash draining pumps into spoil disposal pond by pipeline;
Step 2: the spoil disposal water in sedimentation basin and the precipitated liquid of backwash draining enter spoil disposal pond by pipeline, spoil disposal pond is mixed into homogeneous spoil disposal water to spoil disposal water and precipitated liquid, homogeneous spoil disposal water pumps into concentration basin by pipeline, and the precipitating sludge of spoil disposal basin bottom pumps into storage basin by active redundancy pipeline;
Step 3: homogeneous spoil disposal water carries out standing gravity concentration precipitation in concentration basin, the supernatant qualified discharge of homogeneous spoil disposal water, the homogeneous spoil disposal water thickened sludge bottom concentration basin enters storage basin by pipeline;
Step 4: storage basin carries out mixing and stores after receiving precipitating sludge and thickened sludge, precipitating sludge and thickened sludge are pumped into folded spiral shell formula dewaterer by pipeline by storage basin as required;
Step 5: folded spiral shell formula dewaterer carries out processed to precipitating sludge and thickened sludge, and the mud cake formed after dehydration is transported by sanitationman, and the filtrate formed after dehydration is recycled to spoil disposal pool circulating by pipeline.
The quantity in described spoil disposal pond has one, the quantity of described backwash draining recovery pond has two, when overhauling in spoil disposal pond, a backwash draining recovery pond can be used to use as spoil disposal pond temporarily, the quantity of described concentration basin has one, when concentration basin overhauls, precipitating sludge can be directly entered to storage basin by spoil disposal pond, folded spiral shell formula dewaterer runs under low solid content, the quantity of described storage basin has one, when storage basin overhauls, concentration basin can reduce the mud reserves of concentration basin in advance, mud is stored up when overhauling in order to subsequent technique, the maximum three day time of storage mud amount, the quantity of described folded spiral shell formula dewaterer has one, folded spiral shell formula dewaterer is bitubular form, described folded spiral shell formula dewaterer can run by monotubular, for subsequent use each other between the bitubular.
The present invention adopts folded spiral shell formula dewaterer, and folded spiral shell formula dewaterer the earliest Shi An NIKON brought China in 2007.Operation principle is, folded spiral shell body is mutually stacked by retainer ring and travelling ring, and helical axis runs through wherein, formation tubular filtration.Helical axis is while conveying mud, promote travelling ring to move in a circle, there is automated cleaning filter joint function, prevent blocking, thus ensure the operation that dewaterer is continual and steady, normally produce, spoil disposal water is after gravity concentration, solid content brings up to about 2.0% from 0.2%, and thickened sludge dewaters by entering folded spiral shell formula dewaterer through storage basin, special circumstances, the spoil disposal water of solid content 0.2% directly enters the dehydration of folded spiral shell formula dewaterer, present device body has feature for subsequent use, therefore the complete machine spare condition as other dehydrated form is eliminated, entering muddy water solid content can be low to 0.2%, thickened sludge can be entered and can enter again uniform spoil disposal water, process thickened sludge under normal circumstances, in particular cases directly process spoil disposal water, two circuits can be realized for subsequent use each other with this, only need construction concentration basin, be designed with concentration basin, main consideration is safety and stability aspect, by concentrated, the mud entering dewaterer is comparatively stable, dehydration PAM demand is stablized, be conducive to equipment automatically to run, realize unmanned.The present invention has stable equipment operation, and operating maintenance is convenient; Site environment is good, clean, noise is low; Equipment investment is few, the advantage that operating cost is relatively low.
Above-described embodiment is to explanation of the present invention, is not limitation of the invention, anyly all belongs to protection scope of the present invention to the scheme after simple transformation of the present invention.

Claims (5)

1. a middle-size and small-size water treatment plant water for drainage slurry technique, is characterized in that: comprise the following steps:
Step one: the backwash draining in filter tank enters backwash draining recovery pond by pipeline, after staticly settling, the supernatant of backwash draining reclaims and pumps into former water by pipeline, and the bottom precipitated liquid of backwash draining pumps into spoil disposal pond by pipeline;
Step 2: the spoil disposal water in sedimentation basin and the precipitated liquid of backwash draining enter spoil disposal pond by pipeline, spoil disposal pond is mixed into homogeneous spoil disposal water to spoil disposal water and precipitated liquid, homogeneous spoil disposal water pumps into concentration basin by pipeline, and the precipitating sludge of spoil disposal basin bottom pumps into storage basin by active redundancy pipeline;
Step 3: homogeneous spoil disposal water carries out standing gravity concentration precipitation in concentration basin, the supernatant qualified discharge of homogeneous spoil disposal water, the homogeneous spoil disposal water thickened sludge bottom concentration basin enters storage basin by pipeline;
Step 4: storage basin carries out mixing and stores after receiving precipitating sludge and thickened sludge, precipitating sludge and thickened sludge are pumped into folded spiral shell formula dewaterer by pipeline by storage basin as required;
Step 5: folded spiral shell formula dewaterer carries out processed to precipitating sludge and thickened sludge, and the mud cake formed after dehydration is transported by sanitationman, and the filtrate formed after dehydration is recycled to spoil disposal pool circulating by pipeline.
2. a kind of middle-size and small-size water treatment plant as claimed in claim 1 water for drainage slurry technique, it is characterized in that: the quantity in described spoil disposal pond has one, the quantity of described backwash draining recovery pond has two, when overhauling in spoil disposal pond, a backwash draining recovery pond can be used to use as spoil disposal pond temporarily.
3. a kind of middle-size and small-size water treatment plant as claimed in claim 1 water for drainage slurry technique, it is characterized in that: the quantity of described concentration basin has one, when concentration basin overhauls, can directly enter precipitating sludge to storage basin by spoil disposal pond, folded spiral shell formula dewaterer runs under low solid content.
4. a kind of middle-size and small-size water treatment plant as claimed in claim 1 water for drainage slurry technique, it is characterized in that: the quantity of described storage basin has one, when storage basin overhauls, concentration basin can reduce the mud reserves of concentration basin in advance, mud is stored up, the maximum three day time of storage mud amount when overhauling in order to subsequent technique.
5. a kind of middle-size and small-size water treatment plant as claimed in claim 1 water for drainage slurry technique, is characterized in that: the quantity of described folded spiral shell formula dewaterer has one, and folded spiral shell formula dewaterer is bitubular form, and described folded spiral shell formula dewaterer can run by monotubular, for subsequent use each other between the bitubular.
CN201510956264.9A 2015-12-18 2015-12-18 A kind of middle-size and small-size water treatment plant's water for drainage slurry technique Active CN105396335B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510956264.9A CN105396335B (en) 2015-12-18 2015-12-18 A kind of middle-size and small-size water treatment plant's water for drainage slurry technique

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510956264.9A CN105396335B (en) 2015-12-18 2015-12-18 A kind of middle-size and small-size water treatment plant's water for drainage slurry technique

Publications (2)

Publication Number Publication Date
CN105396335A true CN105396335A (en) 2016-03-16
CN105396335B CN105396335B (en) 2018-04-03

Family

ID=55462292

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510956264.9A Active CN105396335B (en) 2015-12-18 2015-12-18 A kind of middle-size and small-size water treatment plant's water for drainage slurry technique

Country Status (1)

Country Link
CN (1) CN105396335B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746472A (en) * 2017-03-03 2017-05-31 甘肃金桥水科技(集团)股份有限公司 A kind of water for drainage slurry system and handling process
CN108569752A (en) * 2017-03-07 2018-09-25 深圳市深水生态环境技术有限公司 A kind of processing system of sludge water from water works
CN110448940A (en) * 2018-05-07 2019-11-15 浙江联池水务设备股份有限公司 A kind of water treatment plant's water for drainage slurry system and processing method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0002858A1 (en) * 1977-12-16 1979-07-11 Hoechst Aktiengesellschaft Sanitation process and apparatus for continually overloaded water treatment plants
CN101597895A (en) * 2009-07-08 2009-12-09 戴群 Movable device for effectively collecting and processing algae pollutant
CN203187511U (en) * 2013-03-28 2013-09-11 上海同臣环保有限公司 Deep sludge dewatering treatment system
CN203959985U (en) * 2014-06-28 2014-11-26 深圳华信中水环保工程有限公司 Sewage emergent treatment system
CN104418481A (en) * 2013-09-03 2015-03-18 上海市政工程设计研究总院(集团)有限公司 Mass-energy transformation treatment process for production wastewater
CN104973707A (en) * 2014-07-30 2015-10-14 上海市政工程设计研究总院(集团)有限公司 Seasonal high turbidity raw water processing technology
CN105084709A (en) * 2015-08-13 2015-11-25 江苏清木源环保科技有限公司 Stacked spiral type sludge dewatering machine

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0002858A1 (en) * 1977-12-16 1979-07-11 Hoechst Aktiengesellschaft Sanitation process and apparatus for continually overloaded water treatment plants
CN101597895A (en) * 2009-07-08 2009-12-09 戴群 Movable device for effectively collecting and processing algae pollutant
CN203187511U (en) * 2013-03-28 2013-09-11 上海同臣环保有限公司 Deep sludge dewatering treatment system
CN104418481A (en) * 2013-09-03 2015-03-18 上海市政工程设计研究总院(集团)有限公司 Mass-energy transformation treatment process for production wastewater
CN203959985U (en) * 2014-06-28 2014-11-26 深圳华信中水环保工程有限公司 Sewage emergent treatment system
CN104973707A (en) * 2014-07-30 2015-10-14 上海市政工程设计研究总院(集团)有限公司 Seasonal high turbidity raw water processing technology
CN105084709A (en) * 2015-08-13 2015-11-25 江苏清木源环保科技有限公司 Stacked spiral type sludge dewatering machine

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746472A (en) * 2017-03-03 2017-05-31 甘肃金桥水科技(集团)股份有限公司 A kind of water for drainage slurry system and handling process
CN108569752A (en) * 2017-03-07 2018-09-25 深圳市深水生态环境技术有限公司 A kind of processing system of sludge water from water works
CN110448940A (en) * 2018-05-07 2019-11-15 浙江联池水务设备股份有限公司 A kind of water treatment plant's water for drainage slurry system and processing method
CN110448940B (en) * 2018-05-07 2024-01-23 浙江联池水务设备股份有限公司 Mud water treatment system and mud water treatment method for water purification plant

Also Published As

Publication number Publication date
CN105396335B (en) 2018-04-03

Similar Documents

Publication Publication Date Title
CN101559295A (en) Tailing dry heaping method
CN105396335A (en) Small and medium-sized water treatment plant sludge water treatment method
CN203513348U (en) Sludge water treatment and reuse system for settling pond
CN109678280A (en) A kind of thermal power plant's high-recovery recirculating water blowdown water desalting processing reclaiming system
CN104030526A (en) Pre-position sludge dewatering-based wastewater treatment process
CN204550363U (en) Miniature City septic tank ight soil recycling sludge is dissolved station
CN115726430A (en) Building site rainwater waste water recovery system
CN203653356U (en) Short-process recovery and comprehensive utilization treatment system for drained water waste heat of coal mine
CN104556526A (en) Underground sewage closed-loop purification method
CN105417660B (en) A kind of processing method and processing device of wastewater from water treatment plant
CN205110340U (en) Responsibility is arranged all to ardealite
CN203807209U (en) Underground coal mine movable tubular membrane mine water treatment system
CN103304053A (en) Treatment system for converting mine waste-rock dredging drainage water into production water
CN209652040U (en) A kind of thermal power plant's high-recovery recirculating water blowdown water desalting processing reclaiming system
CN207973610U (en) A kind of sewage disposal system suitable for aggregate production
CN203360171U (en) Underground drainage water and power plant wastewater recycling and zero-emission system
CN206014573U (en) Middle water circulation water centralized cycle processing meanss
CN206553360U (en) A kind of rural sewage treatment system of low-carbon environment-friendly
CN201737780U (en) Ceramic press filter plate filtrate water system
CN205275439U (en) Well drilling discarded object does not fall to ground collection treatment facility
CN205527916U (en) Water works waste water's processing apparatus
CN218990181U (en) Underground diaphragm wall circulating slurry supply system capable of fully utilizing residual slurry
CN204798990U (en) Effluent treatment plant based on wet flue gas desulfurization system
CN204588847U (en) Desulfurization wastewater treatment system
CN207361909U (en) The zero-discharge treatment system of power plant's water system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant