CN108627427A - A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient - Google Patents

A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient Download PDF

Info

Publication number
CN108627427A
CN108627427A CN201710177848.5A CN201710177848A CN108627427A CN 108627427 A CN108627427 A CN 108627427A CN 201710177848 A CN201710177848 A CN 201710177848A CN 108627427 A CN108627427 A CN 108627427A
Authority
CN
China
Prior art keywords
resistance coefficient
mud
sludge discharge
discharge pipeline
concentration
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
Application number
CN201710177848.5A
Other languages
Chinese (zh)
Inventor
李晟
陶冲林
吴国华
杨增海
嵇文远
陈旭
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.)
CCCC Shanghai Dredging Co Ltd.
Original Assignee
CCCC Shanghai Dredging 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 CCCC Shanghai Dredging Co Ltd. filed Critical CCCC Shanghai Dredging Co Ltd.
Priority to CN201710177848.5A priority Critical patent/CN108627427A/en
Publication of CN108627427A publication Critical patent/CN108627427A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N11/00Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties
    • G01N11/02Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties by measuring flow of the material
    • G01N11/04Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties by measuring flow of the material through a restricted passage, e.g. tube, aperture
    • G01N11/08Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties by measuring flow of the material through a restricted passage, e.g. tube, aperture by measuring pressure required to produce a known flow

Landscapes

  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Measuring Volume Flow (AREA)

Abstract

A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient, by adjusting the dredge pump rotating speed under each concentration of hydraulic mixture, record the row pressure of afterbody dredge pump and mud speed rate, and combine sludge discharge pipeline head and the tail height difference and construction area natural earth density, calculate slurry resistance coefficient of whole pipeline under each concentration of hydraulic mixture corresponding to different mud speed rates, it is fitted the functional relation under each concentration of hydraulic mixture between whole sludge discharge pipeline slurry resistance coefficient and mud speed rate further according to slurry resistance coefficient calculated value, and instant mud concentration and flow velocity are substituted into based on the functional relation, it calculates and determines the whole sludge discharge pipeline instant mud resistance coefficient of cutter suction dredger.The shortcomings that unlike material pipeline friction loss and pipeline fittings local resistance loss need to being measured respectively the present invention overcomes conventional method, have the characteristics that quick, efficient and reliable, slurry transportation construction parameter, which has positive meaning, quickly, rationally to be determined to large-scale cutter suction dredger.

Description

A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient
Technical field
The present invention relates to phase flow pipeline hydraulic transportation technical field, especially a kind of measurement dredge pipes of cutter suction dredger line mud resistance The method of force coefficient.
Background technology
In the prior art, the calculating of dredge pipes of cutter suction dredger line slurry resistance coefficient need to be according to soil property and live pipeline Laying condition, in construction, the friction loss of on-site measurement unlike material pipeline and the local resistance loss of attachment, determine The resistance coefficient of unlike material pipeline and the local resistance loss coefficient of pipeline fittings.This determining method efficiency is low, and time-consuming, It is of high cost, and be difficult to determine whole sludge discharge pipeline drag losses rapidly when construct soil property, pipeline operating mode change, it influences Ship working security and production efficiency.To improve current Dredging and filling engineering construction technology level and production efficiency, improve each Coordination mechanism between main body of constructing, achievees the purpose that high efficiency, low energy consumption and environmental protection construction on the whole, needs one kind faster Speed more accurately twists the assay method for inhaling sludge pipe slurry resistance coefficient formula.
Invention content
The technical problem to be solved by the present invention is to overcome the defect in the presence of the above-mentioned prior art, one kind is provided and is based on The rapid assay methods of whole sludge discharge pipeline slurry resistance coefficient.
To achieve the above object of the invention, use following technical proposal of the invention, a kind of measurement dredge pipes of cutter suction dredger The method of line slurry resistance coefficient, includes the following steps:
Step 1:Measure the height difference between sludge discharge pipeline head and the tail, and twist and inhale ship construction area natural earth density
Step 2:It is 0 that sludge discharge pipeline, which exports mud pressure, and afterbody dredge pump row pressure is between sludge discharge pipeline head and the tail Pressure difference is
Step 3:Cutter suction dredger control concentration of hydraulic mixture in construction is 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, Control dredge pump rotating speed is stepped up by 80% rated speed to 100% rated speed at various concentrations, and every 5 minutes dredge pump rotating speeds improve 1%, the corresponding mud speed rate of each concentration of hydraulic mixture, afterbody dredge pump row pressure are acquired respectively, and gathered data time interval 10 seconds is divided The average mud speed rate corresponding to each concentration of hydraulic mixture and dredge pump rotating speed is not calculatedWith average dredge pump row pressure, whereinFor mud Concentration is starched,For dredge pump rotating speed.
Step 4:Whole sludge discharge pipeline slurry resistance coefficient is calculated using following formula,
In formula,For density of sea water,For acceleration of gravity.
Step 5:Using least square fitting concentration of hydraulic mixtureRespectively 5%, 10%40% when whole sludge discharge pipeline Slurry resistance coefficientWith mud speed rateBetween functional relation
Step 6:The mud speed rate of the real time measure and concentration are substituted into function, calculate and determine whole sludge pipe Line instant mud resistance coefficient.
The outstanding advantages of the present invention are using whole sludge discharge pipeline as calculation and object slurry resistance coefficient, by being pressed in the short time It constructs according to set concentration of hydraulic mixture and dredge pump rotating speed, acquires mud speed rate and afterbody dredge pump row pressure, you can using most Small square law Computing Principle fits the function between whole pipeline slurry resistance coefficient and mud speed rate under different concentration of hydraulic mixture Relationship.The present invention overcomes conventional methods need to be to unlike material pipeline friction loss and pipeline fittings local resistance loss point The shortcomings that not measuring, have the characteristics that it is quick, efficient and reliable, to large-scale cutter suction dredger quickly, rationally determine mud Conveying construction parameter has positive meaning.
Description of the drawings
Fig. 1 is the flow diagram of the method for the invention.
Specific implementation mode
With reference to embodiments and attached drawing the invention will be further described.
Referring to Fig.1, the present invention exports the pressure difference between sludge discharge pipeline outlet according to afterbody dredge pump, in conjunction with construction Height difference in area's natural earth density, pipeline between mud speed rate, concentration and sludge pipe head and the tail calculates and determines whole sludge discharge pipeline Slurry resistance coefficient, and according to the calculated value of whole sludge discharge pipeline slurry resistance coefficient in a period of time, using least square method It is fitted the functional relation between sludge discharge pipeline slurry resistance coefficient and mud speed rate under different concentration of hydraulic mixture.Pass through the real time measure Mud speed rate and concentration can be calculated according to the functional relation between the sludge discharge pipeline slurry resistance coefficient and mud speed rate of fitting Determine whole sludge discharge pipeline instant mud resistance coefficient.
The present invention is as follows:
Step 1:Measure the height difference between sludge discharge pipeline head and the tail, and twist and inhale ship construction area natural earth density
Step 2:It is 0 that sludge discharge pipeline, which exports mud pressure, and afterbody dredge pump row pressure is whole sludge discharge pipeline head and the tail Between pressure difference, be
Step 3:Cutter suction dredger controls concentration of hydraulic mixture in constructionFor 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, dredge pump rotating speed is controlled at various concentrationsIt is stepped up to 100% rated speed by 80% rated speed, every 5 minutes dredge pumps turn Speed improves 1%, acquires the corresponding mud speed rate of each concentration of hydraulic mixture, afterbody dredge pump row pressure respectively.The time interval of gathered data It is 10 seconds, calculates the average mud speed rate corresponding to each concentration of hydraulic mixture and dredge pump rotating speedWith average dredge pump row pressure
Step 4:Whole sludge discharge pipeline slurry resistance coefficient is calculated using following formula,
In formula,For density of sea water, 1.025t/m is taken3, For acceleration of gravity, 9.81m/s is taken2
Step 5:Using least square fitting mud densityRespectively 5%, 10%40% when whole sludge discharge pipeline Slurry resistance coefficientWith mud speed rateBetween functional relation, see below formula,
Wherein:
Step 6:The mud speed rate of the real time measure and concentration are substituted into function, calculate Determine whole sludge discharge pipeline instant mud resistance coefficient.
Below by way of one embodiment, the specific steps of the present invention are described in detail.
Step 1:Measure the height difference between the new dolphin wheel sludge pipe head and the tail of large-scale cutter suction dredger, construction area Soil property is medium coarse sand, natural earth density
Step 2:New dolphin wheel spoil disposal pipeline outlet mud pressure is 0, and pump row pressure is whole sludge discharge pipeline head and the tail in cabin Between pressure difference, be
Step 3:In work progress, control concentration of hydraulic mixture is 5%, and controls mud revolution speedIt is opened by 80% rated speed Begin, acquires the corresponding mud speed rate of each concentration of hydraulic mixture, afterbody dredge pump row pressure respectively, the time interval of gathered data is 10 Second, every 5 minutes dredge pump rotating speeds improve 1% up to reaching 100% rated speed, calculate the corresponding average mud speed rate of each dredge pump rotating speedWith average dredge pump row pressure;Concentration of hydraulic mixture is controlled againWhen respectively 10%, 15%, 20%, 25%, 30%, 35%, 40%, weight Multiple above-mentioned steps, respectively obtain the average mud speed rate corresponding to each concentration of hydraulic mixture and dredge pump rotating speed
Average dredge pump row pressure
Step 4:By what is calculated in step 3WithBring formula into
In formula,For density of sea water, take, For acceleration of gravity, take , calculate whole sludge discharge pipeline slurry resistance coefficient
Step 5:Using least square fitting mud densityRespectively 5%, 10%40% when whole sludge discharge pipeline mud Starch resistance coefficientWith mud speed rateBetween functional relation, obtain:
Step 6:It brings the concentration of the real time measure, flow velocity into respective formula and can determine whole sludge discharge pipeline instant mud resistance Force coefficient, such as real-time a concentration of 25%, flow velocity 5.20m/s is brought intoIt calculates Whole sludge discharge pipeline instant mud resistance coefficient

Claims (3)

1. a kind of method measuring dredge pipes of cutter suction dredger line slurry resistance coefficient, includes the following steps:
Step 1:Measure the height difference between sludge discharge pipeline head and the tail, and twist and inhale ship construction area natural earth density
Step 2:It is 0 that sludge discharge pipeline, which exports mud pressure, and afterbody dredge pump row pressure is the pressure between sludge discharge pipeline head and the tail Difference is
Step 3:Cutter suction dredger control concentration of hydraulic mixture in construction is 5%, 10%, 15%, 20%, 25%, 30%, 35%, 40%, each Dredge pump rotating speed is controlled under concentration to be stepped up to 100% rated speed by 80% rated speed, every 5 minutes dredge pump rotating speeds improve 1%, The corresponding mud speed rate of each concentration of hydraulic mixture, afterbody dredge pump row pressure are acquired respectively, and gathered data time interval 10 seconds is counted respectively Calculate the average mud speed rate corresponding to each concentration of hydraulic mixture and dredge pump rotating speedWith average dredge pump row pressure, whereinIt is dense for mud Degree,For dredge pump rotating speed;
Step 4:Whole sludge discharge pipeline slurry resistance coefficient is calculated using following formula,
In formula,For density of sea water,For acceleration of gravity;
Step 5:Using least square fitting concentration of hydraulic mixtureRespectively 5%, 10%40% when whole sludge discharge pipeline mud Resistance coefficientWith mud speed rateBetween functional relation
Step 6:The mud speed rate of the real time measure and concentration are substituted into function, calculate and determine that whole sludge discharge pipeline is real When slurry resistance coefficient.
2. a kind of method measuring dredge pipes of cutter suction dredger line slurry resistance coefficient according to claim 1, feature It is:Height difference is the height that afterbody dredge pump is exported between sludge discharge pipeline outlet between sludge discharge pipeline head and the tail described in step 1 Difference.
3. a kind of method measuring dredge pipes of cutter suction dredger line slurry resistance coefficient according to claim 1, feature It is:The afterbody dredge pump row pressure is pressure difference between whole sludge discharge pipeline head and the tail.
CN201710177848.5A 2017-03-23 2017-03-23 A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient Pending CN108627427A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710177848.5A CN108627427A (en) 2017-03-23 2017-03-23 A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710177848.5A CN108627427A (en) 2017-03-23 2017-03-23 A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient

Publications (1)

Publication Number Publication Date
CN108627427A true CN108627427A (en) 2018-10-09

Family

ID=63706510

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710177848.5A Pending CN108627427A (en) 2017-03-23 2017-03-23 A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient

Country Status (1)

Country Link
CN (1) CN108627427A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109933861A (en) * 2019-02-25 2019-06-25 中交上海航道局有限公司 A method of fitting dredger sludge discharge pipeline slurry resistance characteristic formula
CN112730150A (en) * 2020-12-21 2021-04-30 中交疏浚技术装备国家工程研究中心有限公司 Pipeline slurry density measurement model and measurement application method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109933861A (en) * 2019-02-25 2019-06-25 中交上海航道局有限公司 A method of fitting dredger sludge discharge pipeline slurry resistance characteristic formula
CN109933861B (en) * 2019-02-25 2023-05-26 中交上海航道局有限公司 Method for fitting mud resistance characteristic formula of dredger pipeline
CN112730150A (en) * 2020-12-21 2021-04-30 中交疏浚技术装备国家工程研究中心有限公司 Pipeline slurry density measurement model and measurement application method
CN112730150B (en) * 2020-12-21 2022-07-15 中交疏浚技术装备国家工程研究中心有限公司 Measuring model and measuring application method for pipeline slurry density

Similar Documents

Publication Publication Date Title
CN100495410C (en) Automatic computerized optimization-seeking dredging method for cutter suction dredger
Whipple et al. River incision into bedrock: Mechanics and relative efficacy of plucking, abrasion, and cavitation
CN207863014U (en) Cutter suction dredger environment-protective desilting cutter
CN108627427A (en) A method of measuring dredge pipes of cutter suction dredger line slurry resistance coefficient
WO2022257661A1 (en) Data processing method of dredging and transport system on long-distance pipeline transport site
US11041280B2 (en) Device for a sediment transfer in waters, and also a method for a transfer of sediment in waters
CN105064266A (en) Pneumatic fine sand sludge removing device based on river water energy
Bondarenko Theoretical bases of pulp suction process in the shallow dredge underwater face
CN105243177A (en) Method for calculating amount of emission of fresh groundwater in coastal zone to ocean
CN104195979A (en) Riverway intersection water flow stagnant area wedge cone and building method and application thereof
CN103616908A (en) Detection clearing method and device used for mine filling station sand silo and sand discharging pipeline
CN110984061A (en) Automatic sediment removal method based on small irrigation canal flow measurement system
CN106120825A (en) Small-sized cutter suction dredger is utilized to set construction system and the method for filling sack cofferdam
CN206328791U (en) A kind of dress of Large Trailing Suction Hopper Dredger refutes structure
CN207863017U (en) Multifunctional river channel dredging Environmental protection cutter peculiar to vessel
CN106480919A (en) A kind of long array pitch tandem boat system
CN111125863B (en) Hydraulic punching pulping proportioning method for mucky soil
Wang et al. Study on Performance Analysis and Optimization Strategy for Conveying System of Hydraulic Dredgers
CN108643257A (en) The determination method of hydraulic dredging process ship and its sludge discharge pipeline, sludge discharge pipeline necking
CN206090592U (en) Utilize small -size cutter suction dredger to beat construction system who establishes filling bag cofferdam
CN101265913A (en) Determining method for Two-phase stream diving pump dredging system gross head to be needed
Miedema et al. Cutter head spillage when dredging sand or gravel
Wang et al. Study on Conveying Properties of Coarse Sand by Field Large-scale Dredging Pipeline and Long-distance Transportation Scheme
CN109933861A (en) A method of fitting dredger sludge discharge pipeline slurry resistance characteristic formula
CN111582644A (en) Silt coast beach site selection method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20181009

WD01 Invention patent application deemed withdrawn after publication