CN111519678A - River sludge discharging construction method - Google Patents
River sludge discharging construction method Download PDFInfo
- Publication number
- CN111519678A CN111519678A CN202010289705.5A CN202010289705A CN111519678A CN 111519678 A CN111519678 A CN 111519678A CN 202010289705 A CN202010289705 A CN 202010289705A CN 111519678 A CN111519678 A CN 111519678A
- Authority
- CN
- China
- Prior art keywords
- sludge
- river
- water
- river channel
- baffle wall
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/121—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
- C02F11/12—Treatment of sludge; Devices therefor by de-watering, drying or thickening
- C02F11/121—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
- C02F11/127—Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering by centrifugation
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
- E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
- E02B15/10—Devices for removing the material from the surface
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F7/00—Equipment for conveying or separating excavated material
- E02F7/06—Delivery chutes or screening plants or mixing plants mounted on dredgers or excavators
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Treatment Of Sludge (AREA)
Abstract
The invention discloses a sludge discharge construction method for river channels, which comprises the steps of cleaning floating objects and algae in a river channel, measuring and calculating the width of the river channel required to be desilted, manufacturing a river channel baffle wall transversely arranged in the river channel for intercepting, ensuring the depth of river water upstream of the river channel baffle wall, arranging a sludge-water stirring device in the river channel upstream of the baffle wall to well and uniformly mix sludge and river water together, pumping and conveying the mixed sludge-water mixture to a sludge-water separation device through a sludge pump for sludge-water separation, conveying the separated sludge to a dump truck, re-discharging the separated clear water into the river channel, gradually moving the river channel baffle wall downwards, and matching the sludge pump and the sludge-water stirring device to circularly discharge and separate and clean in the moving process. The invention realizes sludge mixing after the accumulation of water flow at a certain depth through the single-blocking water-blocking wall, has less granular objects, uniform sludge and water mixing, easy discharge and separation, small engineering quantity and convenient construction.
Description
Technical Field
The invention relates to the technical field of river channel cleaning, in particular to a river channel sludge discharging construction method.
Background
With the acceleration of urbanization rhythm, the problem of environmental pollution is always the subject of the current hot, especially the treatment of river channels, such as sludge treatment, because of wide range, difficult centralized regulation and long time, the existing measures are usually to manually cooperate with equipment to carry out dredging operation, the commonly used equipment is provided with a sludge pump and the like, the dredging operation is carried out along the river direction of the river channel by means of ships or other equipment carriers, time and labor are wasted, and a large amount of organic and inorganic pollutants are deposited in the dredging comprehensive river channel sludge, which leads to the rapid reduction of dissolved oxygen in the water body, and the toxic action of partial pollutants and garbage is added to lead animals and plants in the river channel water body to die greatly and cause serious damage to the ecological system of the river channel water body, at present, the universal dredging method for dredging in the domestic river channel mainly adopts manual scouring and cofferdam for two ends of the river channel, the river water in the dam is drained, then the silt layer is washed by the high-pressure water pump, the washed silt is firstly concentrated in one section of the river channel and is finally transported and treated by the slurry truck, the water blocking force is high when the dam is built, a large amount of silt is needed to be stabilized, the large-scale blocking construction amount is large, the significance for dredging is small, the removal is troublesome, and partial river water is shallow, and the cleaning difficulty is large.
Disclosure of Invention
The invention aims to provide a river sludge discharge construction method.
The invention realizes the purpose through the following technical scheme:
a river sludge discharge construction method comprises the following steps:
step one, cleaning floating objects and algae in a river channel;
measuring and calculating the width of a required dredging river channel, manufacturing a river channel baffle wall transversely arranged in the river channel for intercepting, and ensuring the river depth upstream of the river channel baffle wall;
thirdly, a mud-water stirring device is arranged in the riverway upstream of the baffle wall to well and uniformly mix the sludge and river water together;
pumping and sending the mixed mud-water mixture to a mud-water separation device through a sludge pump for mud-water separation;
fifthly, conveying the separated sludge to a dump truck, and discharging the separated clear water into the river channel again;
step six, gradually moving the river course baffle wall downwards, and performing circulating discharge and separation cleaning by matching with the sludge pump and the muddy water stirring device in the moving process;
step seven, uniformly storing the separated sludge, and quantitatively deodorizing and drying the stored sludge;
and step eight, carrying out unified sterilization treatment on the cleaned river channel to recover the self-purification capacity of the water body.
Furthermore, in the first step, floaters and algae in the river channel are cleaned through a screen.
Furthermore, a plurality of overflowing holes are formed in the top of the wall body of the river channel baffle wall, so that the upstream river can drain after a certain height, and the filtering layers are installed on the overflowing holes to prevent sludge from draining into the downstream.
Further, in step four mud-water separation equipment is including dividing sieve conveyor part and centrifugal dehydration part, divide sieve conveyor part to carry out preliminary branch sieve through the silt to in the riverbed, accomplish the separation of solid particle and muddy water, realize elementary screening, centrifugal dehydration part is through centrifugal force with mud and water separation to carry, save and burn the mud after will separating. .
According to the river sludge discharging construction method, the sludge is mixed after the water flow is accumulated at a certain depth through the single-blocking water-blocking wall, the number of granular objects is small, the sludge and the water are uniformly mixed and are easy to discharge and separate, the engineering quantity is small, and the construction is convenient.
Detailed Description
The invention is further illustrated by the following examples:
a river sludge discharge construction method comprises the following steps:
step one, measuring the chloroacetic acid content of the chloroacetic acid rectification residues, then discharging the chloroacetic acid rectification residues to a heavy component treatment tank, recording the weight of the heavy component treatment tank as m1, and recording the chloroacetic acid content as n 1;
step two, starting a heavy component treatment tank to stir the internal chloroacetic acid rectification residues, slowly opening a vacuum valve and slowly heating the tank, controlling the internal pressure of the heavy component treatment tank to be-30 to-95 kpa, and controlling the temperature to be 120-160 ℃;
step three, cooling chloroacetic acid steam obtained after the temperature in the heavy component treatment tank is raised, and recycling the chloroacetic acid steam to a chloroacetic acid receiving tank;
step four, continuously distilling and observing the weight of the heavy component treatment tank until the distillation is finished after the weight is maintained, closing the vacuum valve and recording the weight as m2, and recording the content of chloroacetic acid in the sampling analysis tank as n2 so as to calculate the recovery rate of chloroacetic acid;
adding nitrogen into the heavy component treatment tank to control the pressure in the heavy component treatment tank to be 10 to 100 kpa;
continuously adding alkaline substances into the heavy component treatment tank under the stirring state for alkaline hydrolysis, controlling the temperature to be between 80 and 130 ℃, cooling the generated tail gas, discharging the cooled tail gas to an absorption device, and stopping adding caustic soda until the pH value in the tank is between 6 and 9;
seventhly, cooling and discharging the material subjected to alkaline hydrolysis for biochemical treatment, and stopping stirring of the heavy component treatment tank;
and step eight, drying the heavy component treatment tank after the alkaline hydrolysis materials are discharged completely, and loading a new batch of chloroacetic acid rectification residues for the above process.
In this embodiment, in the sixth step, the alkaline substance is one or a combination of caustic soda, flake caustic soda, soda ash, calcium carbonate and calcium hydroxide, and the concentration of the alkaline substance is between 10% and 35%.
In this example, the weight of chloroacetic acid distilled off in step four was calculated by the following formula: m is m1-m 2.
In this example, the chloroacetic acid recovery in step four was calculated by the following formula:
in the above example, 540 kg of m1 was recorded, 57.5% of the initial chloroacetic acid content n1 was recorded, 320 kg of m2 was recorded at constant mass after distillation, 26.97% of chloroacetic acid content and 72.71% of chloroacetic acid recovery in the heavies.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (4)
1. The river sludge discharge construction method is characterized by comprising the following steps:
step one, cleaning floating objects and algae in a river channel;
measuring and calculating the width of a required dredging river channel, manufacturing a river channel baffle wall transversely arranged in the river channel for intercepting, and ensuring the river depth upstream of the river channel baffle wall;
thirdly, a mud-water stirring device is arranged in the riverway upstream of the baffle wall to well and uniformly mix the sludge and river water together;
pumping and sending the mixed mud-water mixture to a mud-water separation device through a sludge pump for mud-water separation;
fifthly, conveying the separated sludge to a dump truck, and discharging the separated clear water into the river channel again;
step six, gradually moving the river course baffle wall downwards, and performing circulating discharge and separation cleaning by matching with the sludge pump and the muddy water stirring device in the moving process;
step seven, uniformly storing the separated sludge, and quantitatively deodorizing and drying the stored sludge;
and step eight, carrying out unified sterilization treatment on the cleaned river channel to recover the self-purification capacity of the water body.
2. The river sludge discharging construction method according to claim 1, characterized in that: in the first step, floaters and algae in the river channel are cleaned through a screen.
3. The river sludge discharging construction method according to claim 1, characterized in that: a plurality of overflowing holes are formed in the top of the wall body of the river channel baffle wall, so that the upstream river can drain after a certain height, and the filtering layers are installed on the overflowing holes and prevent sludge from being discharged into the downstream.
4. The river sludge discharging construction method according to claim 1, characterized in that: the mud-water separation device in step four is including dividing sieve conveyor part and centrifugal dehydration part, divide sieve conveyor part to carry out preliminary branch sieve through the silt to in the riverbed, accomplish the separation of solid particle and muddy water, realize elementary screening, centrifugal dehydration part is through centrifugal force with mud and water separation to mud after will separating is carried, is stored and is burnt.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010289705.5A CN111519678A (en) | 2020-04-14 | 2020-04-14 | River sludge discharging construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010289705.5A CN111519678A (en) | 2020-04-14 | 2020-04-14 | River sludge discharging construction method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN111519678A true CN111519678A (en) | 2020-08-11 |
Family
ID=71902177
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010289705.5A Pending CN111519678A (en) | 2020-04-14 | 2020-04-14 | River sludge discharging construction method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111519678A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114477677A (en) * | 2022-03-03 | 2022-05-13 | 中铁五局集团第一工程有限责任公司 | Environment processing method |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19904958A1 (en) * | 1999-02-06 | 2000-08-31 | Ali Selimoglu | Cleaning appliance for river and lake bottoms allows sufficient for sedimentation of water and sludge for easy processing of sludge |
CN205062761U (en) * | 2015-08-07 | 2016-03-02 | 王建设 | Fixed ecological dam of taking purification performance |
CN106186343A (en) * | 2016-08-26 | 2016-12-07 | 广州市戴斌生态环境科技有限公司 | A kind of comprehensive processing method to urban river |
CN207811541U (en) * | 2017-11-22 | 2018-09-04 | 湖北加德科技股份有限公司 | City river dredging and rapid dehydration of sludge curing/stabilizing device |
CN108824350A (en) * | 2018-06-06 | 2018-11-16 | 上海景铭建设发展有限公司 | A kind of comprehensive processing method in river |
CN109160703A (en) * | 2018-09-17 | 2019-01-08 | 郑州国研环保科技有限公司 | A kind of riverway sludge ecology recycling administering method |
CN110359419A (en) * | 2019-07-18 | 2019-10-22 | 东莞市冠城园林绿化工程有限公司 | A kind of quick channel cleanout method |
-
2020
- 2020-04-14 CN CN202010289705.5A patent/CN111519678A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19904958A1 (en) * | 1999-02-06 | 2000-08-31 | Ali Selimoglu | Cleaning appliance for river and lake bottoms allows sufficient for sedimentation of water and sludge for easy processing of sludge |
CN205062761U (en) * | 2015-08-07 | 2016-03-02 | 王建设 | Fixed ecological dam of taking purification performance |
CN106186343A (en) * | 2016-08-26 | 2016-12-07 | 广州市戴斌生态环境科技有限公司 | A kind of comprehensive processing method to urban river |
CN207811541U (en) * | 2017-11-22 | 2018-09-04 | 湖北加德科技股份有限公司 | City river dredging and rapid dehydration of sludge curing/stabilizing device |
CN108824350A (en) * | 2018-06-06 | 2018-11-16 | 上海景铭建设发展有限公司 | A kind of comprehensive processing method in river |
CN109160703A (en) * | 2018-09-17 | 2019-01-08 | 郑州国研环保科技有限公司 | A kind of riverway sludge ecology recycling administering method |
CN110359419A (en) * | 2019-07-18 | 2019-10-22 | 东莞市冠城园林绿化工程有限公司 | A kind of quick channel cleanout method |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114477677A (en) * | 2022-03-03 | 2022-05-13 | 中铁五局集团第一工程有限责任公司 | Environment processing method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101921050B (en) | Device and method for dewatering and drying mud under water | |
CN105174601B (en) | A kind of biological treatment of cassava alcohol waste water | |
CN100582080C (en) | Epoxy ester wastewater recycling treatment method | |
CN103924624A (en) | Automatic dehydrating dredge boat for riverway sludge and application method of dredge boat | |
CN106430809A (en) | Sewage and sludge treatment system and environmental-friendly recycling method thereof | |
CN110963654A (en) | Engineering slurry treatment system and method | |
CN111519678A (en) | River sludge discharging construction method | |
CN211226877U (en) | Ecological dredging system | |
CN112145107A (en) | Novel mud tank capable of adjusting mud concentration | |
KR101662491B1 (en) | Method of sewage treatment | |
CN111170585A (en) | Fermentation system and fermentation method for livestock and poultry manure recycling treatment engineering | |
CN117228702A (en) | Novel phosphogypsum treatment system | |
CN115849663A (en) | Large ship-mounted movable cutter-suction and automatic filter-pressing sludge system and river channel dredging method | |
CN113860678B (en) | Integrated equipment and method for rapidly treating oily sludge through multiple modules | |
CN205171578U (en) | Fertile system of channel cleanout system | |
CN103898248A (en) | Method for collecting sugar from saccharification slurry and washing device for washing residue | |
CN209835896U (en) | Novel bean product wastewater treatment system | |
CN217556040U (en) | Environment-friendly lake sediment on-line dredging and dewatering curing system | |
CN206901821U (en) | A kind of oil mixing with water waste liquid separating treatment system | |
CN210736495U (en) | Ultrasonic hot water washing system for oil sludge | |
CN111170606A (en) | River sludge harmless in-situ disposal system and method | |
CN115710074B (en) | Sewage treatment device in ceramic production process | |
CN215900993U (en) | Contaminated soil ex-situ remediation slurry reactor system | |
CN204981531U (en) | System for make oiliness mud innocent treatment | |
CN210419521U (en) | Culture wastewater reclaimed water recycling system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200811 |
|
RJ01 | Rejection of invention patent application after publication |