CN106568612A - Detection method for detecting bottom sediment of revetment section - Google Patents

Detection method for detecting bottom sediment of revetment section Download PDF

Info

Publication number
CN106568612A
CN106568612A CN201610957277.2A CN201610957277A CN106568612A CN 106568612 A CN106568612 A CN 106568612A CN 201610957277 A CN201610957277 A CN 201610957277A CN 106568612 A CN106568612 A CN 106568612A
Authority
CN
China
Prior art keywords
sample
bed mud
probe tube
sampler
sampling
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
CN201610957277.2A
Other languages
Chinese (zh)
Inventor
徐栋
郑汉
段伟俊
张晓波
汪翔
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.)
Zhejiang University of Water Resources and Electric Power
Original Assignee
Zhejiang University of Water Resources and Electric Power
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 Zhejiang University of Water Resources and Electric Power filed Critical Zhejiang University of Water Resources and Electric Power
Priority to CN201610957277.2A priority Critical patent/CN106568612A/en
Publication of CN106568612A publication Critical patent/CN106568612A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N1/10Devices for withdrawing samples in the liquid or fluent state
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N2001/021Correlating sampling sites with geographical information, e.g. GPS
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/02Devices for withdrawing samples
    • G01N1/10Devices for withdrawing samples in the liquid or fluent state
    • G01N2001/1006Dispersed solids
    • G01N2001/1012Suspensions
    • G01N2001/1025Liquid suspensions; Slurries; Mud; Sludge

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Hydrology & Water Resources (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The present invention discloses a detection method for detecting the bottom sediment of a revetment section. The method comprises the steps of (a) arranging the construction; b) installing a sampler; c) conducting the fixed-point sampling; d) collecting samples; e) resampling; f) drying in the shade; (g) analyzing samples. The detection method has the advantages of simple construction, short construction period, high construction efficiency, less involved construction equipment, low cost, high detection precision, good detection effect, more representative and persuasive effects and the like.

Description

A kind of detection method of shore protection section bed mud
Technical field
The invention belongs to monitoring water environment technical field, and in particular to a kind of detection method of shore protection section bed mud.
Background technology
With raising of the people to water environmental problems attention rate, the research to the aspect of water environment pollution is also progressively goed deep into, As water environment pollution is typically made up of agriculture rainwash and domestic sewage in rural areas, including the stream of the nutritive salt such as farmland nitrogen phosphorus Lose, house refuse, feces of livestock and poultry, sanitary sewage, the random stacking of breeding wastewater and discharge etc..The discharge base of these pollution of area source Originally rule is not had to follow, it is difficult to prediction and to collect, most of unprocessed and be directly discharged into local water body, feed water environment Monitoring and investigation cause certain difficulty.River bottom mud is that nutrient substance (physics, the chemistry, biology) Jing mono- in various sources is Row river physics, chemistry and biochemical action, are deposited on river bed, form loose shape, the grey black rich in organic matter and nutritive salt and become silted up Mud.Bed mud has huge specific surface area, plays an important role in water environment, it be various pollutant in water source and Converge, and record the abundant information of waters surrounding environment change, therefore by the research to bed mud it will be seen that around waters The change of species and content that pollutant occurred with the time.
The error existed to the detection method of bed mud in prior art is larger, and not representative, complex procedures are time-consuming to take Power, for local bay, finds out Sediments heavy metal and contains to investigate by putting into substantial amounts of manpower and materials at short notice Amount situation;And for big region water body, sediment pollution present situation how is fast and effeciently grasped, and do not consume excessive manpower thing Power, is a technical barrier of environmental monitoring.
The content of the invention
Present invention aim at solving above-mentioned technical problem present in prior art, there is provided a kind of shore protection section bed mud Detection method, construction are simple, and the construction period is short, and efficiency of construction is high, and the construction equipment being related to is few, low cost, and accuracy of detection is high, inspection Survey effect good, more representative and cogency.
In order to solve above-mentioned technical problem, the present invention is adopted the following technical scheme that:
A kind of detection method of shore protection section bed mud, it is characterised in that comprise the steps:
A () construction is arranged:Sample area is divided according to design working drawing, from 1 open numbering, the cloth in each sample area If sampled point, dot spacing be 180~200m, for close on sewage draining exit sample area encrypt sampled point, dot spacing be 80~ 100m, according to the principle that bank is close, the korneforos heart is dilute, lays 80 sampled points altogether, and sampling point location is determined using GPS, retains each Route track between sampled point, during on-the-spot investigation, leaves redwood pile beacon note in the corresponding particular locations of sampled point, due to blowdown Bed mud thickness of the bed mud thickness of mouth more than the korneforos heart, sediment pollution degree are uneven consistent, therefore will be to closing on sewage draining exit Sample area encrypts sampled point, and more representative and cogency improves accuracy of detection, can more reflect the bottom of whole construction section Sludge-polluted situation;The spacing of reasonable Arrangement sampled point, it is convenient to determine pollution range, construction cost is controlled, is arranged as few as possible Sampled point is all-sidedly and accurately reflecting the pollution condition of bed mud, and eye-catching mark is left to sampled point, can improve construction effect Rate, reduces construction cost;
B () sampler is installed:The grab of support member is first caught on the perforate on snap ring, capping is taken off, then by fixing pipe and Probe tube is mutually tightened, and the other end of probe tube is in open state, then handspike is tightened on axle sleeve, and taps hand push Bar 3~5 times, completes to install, and installs quick effective, and harvester each part can be mounted in workbox by reliable and stable, convenient disassembly It is interior, small volume is taken, is carried with;
(c) grab sampling:For the depth of water is in the sample area of below 1m, according to side of the sampling location by hammering handspike Formula vertically squeezes into sampler in water, till probe tube cannot sink, reads the registration on current sample pipe, makees lower note Record, and red paint labelling is carried out, as the sampling critical point of sampler afterwards, for the depth of water is in the sample area of more than 1m, outstanding Nylon rope is wound on link, nylon rope is connected with counterweight lead, balancing weight is first put in water, then sampler is vertically squeezed into In water so that bed mud is filled with probe tube, the depth of red paint labelling is reached, and error is less than 1%, and probe tube explanation of cannot sinking takes The lower end of sample pipe reaches bed mud and pan soil matter interface, analyzes the bed mud for collecting, so that it may understand pollution condition, it is ensured that each to sample The bed mud depth gathered in region is the same, increases comparability, improves the degree of accuracy of detection;
(d) sample collection:Sampler is extracted from water, and the bottom of probe tube is entangled with capping, vertically stand 20~ 30min, will be the moisture remained in bed mud drip empty, then reads the registration of each probe tube, makees lower record, then take off envelope again Lid, is fixed vertical plunger device, then probe tube is upside down on vertical plunger device, the bottom that will be gathered in probe tube by stopper head Mud is ejected, and is collected in sample box and labelled, is indicated sample number into spectrum, processed is carried out to bed mud, reduces the dry of moisture Disturb, improve detection efficiency, the physical method of bed mud is ejected using stopper head, it is simple to operate, it is quick effective, collect convenient, be related to Equipment is few, low cost;The bed mud sample of collection is transferred directly in sample box, the character of bed mud is maintained, outside reduction Interference, it is ensured that sample effect;
(e) repeated sampling:The sampling location of repetition sample, adjacent 4 sample area composition one are selected according to design working drawing Individual repeated sampling unit, randomly selects 1~2 repetition sampling point in each repeated sampling unit, and bed mud sampling depth is less than red The depth of paint labelling, bed mud acquisition step are identical with above-mentioned sample area bed mud acquisition step, repeat the bed mud of sampling point as right Product in the same old way, control sample are individually numbered, and control sample makes the detection method more scientific and reasonable as object of reference, are discharged unknown Disturbed condition, the cogency of testing result can be improved;
F () sample dries in the shade:Dry in the shade where the bed mud sample unification of all collections is placed on ventilation, the time is 3~5 days, The moisture remained in air-dried bed mud sample, improves the dry weight of bed mud, reduces error, improves accuracy of detection, strengthens cogency;
(g) sample analysis:Sample after drying in the shade is put in beaker, the mixed solution of hydrochloric acid and nitric acid is then injected into, React under heating condition, then filtered, collect filtrate and inject standing in organic glass settling column, every 10~15min Sampling, is taken 5 times altogether, and the filtrate of control sample only samples once, then to filtrate in each pollutant index be analyzed, first Sample is carried out clearing up reaction with mixed acid, make the metal of various forms in sample be changed into one kind and can survey state, it is convenient to determine a huge sum of money Category content, the residue being then filtered off in digestion solution prevent which from causing damage to subsequent instrumentation, cause unnecessary loss.
Further, grasped for single by the specific practice that the bed mud gathered in probe tube is ejected by stopper head in step (d) Make, buttress the body of probe tube on the other hand, another handss tap the upper orifice of probe tube with plank so that body is pushed, and accelerate sampling The decrease speed of pipe, the bed mud for facilitating stopper head faster can eject in probe tube, prevents bed mud from condensing on the inwall of probe tube.
Further, sample is put into before beaker in step (g), first sample is placed in surface plate and is ground to by 60~80 Purpose sieve, sample is finely ground to increase contact area, can save the substantial amounts of response time, improves reaction efficiency, so as to improve inspection Survey efficiency.
Further, the vertical plunger device in step (d) includes gusseted seat, support bar and stopper head, and stopper head is located at One end of support bar, support bar are threaded connection gusseted seat, and vertical plunger device simple structure, connection are reliable, dismounting side Just, it is easy to carry.
A kind of sampler of the detection method for shore protection section bed mud, it is characterised in that:Including fixing pipe and probe tube, Fixing pipe connects the probe tube, and one end of probe tube is provided with capping, and one end of fixing pipe is provided with coupling assembly, coupling assembly bag Include axle sleeve and support member, on support member, support member is connected one end of pipe axle sleeve, and axle sleeve is provided with handspike;This is adopted Sample utensil has simple structure, and connection is flexible, installs simple, and convenient disassembly is easy to carry, and operability is low, and sampling is quick effectively, real With the strong advantage of property.
Further, one end of fixing pipe is provided with snap ring, and perforate is symmetrically distributed with snap ring, and card is symmetrically distributed with support member Hook, grab connection perforate, support member have elasticity, catch on perforate by grab, realize that coupling assembly and stablizing for fixing pipe connect Connect, install simple, convenient disassembly.
Further, handspike is provided with screw thread plush copper, and handspike is by screw thread plush copper connecting bushing, easy accessibility, operation Property is low, is easy to carry.
Further, hanging ring is connected with axle sleeve, the convenient winding nylon rope of setting of hanging ring connects counterweight lead Block, increases the weight of sampler so that sampler keeps vertical stability in deeper water, will not be subject to stormy waves, water wave Impact.
Further, dewatering hole is evenly distributed with capping, sampling is finished in rear probe tube and is filled with bed mud, puts capping, Then sampler is disposed vertically, the hydrops in bed mud are oozed out due to action of gravity downwards, sampler is flowed out by dewatering hole, drip is empty Moisture, it is so as to improve the dry weight of bed mud, convenient to detect.
Further, handspike is provided with Anti-slip cover, and the setting of Anti-slip cover can be avoided during sampler is lifted, workman There is the phenomenon slipped out of the hand as hand perspiration is excessive, increase the frictional force of handspike, convenient force operation, Anti-slip cover manufacturing process Simply, replacement cost is low.
The present invention is had the advantages that as a result of above-mentioned technical proposal:
The present invention lays sampled point according to the principle that bank is close, the korneforos heart is dilute, and the spacing of reasonable Arrangement sampled point is convenient true Determine pollution range, control construction cost, arrange sampled point as few as possible all-sidedly and accurately to reflect the pollution condition of bed mud, Efficiency of construction can be improved, construction cost is reduced.Sample area to closing on sewage draining exit encrypts sampled point, more representative and persuasion Power, improves accuracy of detection, can more reflect the sediment pollution situation of whole construction section.Repeated sampling is taken, repeats sampling point Used as control sample, control sample makes the detection method more scientific and reasonable as object of reference to bed mud, discharges unknown interference stripe Part, can improve the cogency of testing result.The bed mud sample of each sample area is numbered, representative sample is filtered out Product, analyze in these sample filtrates pollutant index to determine the pollution range of shore protection section, and pollution level, so as to convenient Carry out desilting work, optimal dredging effect is obtained with minimum investment.Present invention construction is simple, and the construction period is short, construction Efficiency high, the construction equipment being related to are few, low cost, and accuracy of detection is high, and Detection results are good, more representative and cogency.
In the present invention, sampler structure is simple, and connection is flexible, installs simple, and convenient disassembly, operability are low, can be by harvester Each part is mounted in workbox, is taken small volume, is carried with, and sampling is quick effectively, practical, takes off capping, probe tube Lower end be in open state, sampler is vertically squeezed in water, bed mud will be full of probe tube, and probe tube be marked with scale, It is convenient to read record data, the physical method of bed mud is ejected using stopper head, it is simple to operate, it is quick effective, collect convenient, be related to Equipment is few, low cost, and the bed mud sample of collection is transferred directly in sample box, maintains the character of bed mud, outside reduction Interference, it is ensured that sample effect.
Description of the drawings
The invention will be further described below in conjunction with the accompanying drawings:
Fig. 1 is a kind of structural representation of the sampler of the detection method for shore protection section bed mud in the present invention;
Fig. 2 is the structural representation of coupling assembly and handspike connection in the present invention;
Fig. 3 is the structural representation of fixing pipe in the present invention;
Fig. 4 is the structural representation covered in the present invention;
Fig. 5 is the structural representation of vertical plunger device in the present invention;
Fig. 6 is a kind of schematic flow sheet of the detection method of shore protection section bed mud of the invention.
In figure:1- fixing pipes;2- probe tubes;3- is covered;4- dewaterings hole;5- coupling assemblies;6- axle sleeves;7- support members;8- Hanging ring;9- snap rings;10- perforates;11- grabs;12- handspikes;13- Anti-slip covers;14- screw thread plush coppers;15- gusseted seats; 16- support bars;17- stopper heads.
Specific embodiment
As shown in Figures 1 to 6, be a kind of shore protection section bed mud of the invention detection method, comprise the steps:
A () construction is arranged:Sample area is divided according to design working drawing, from 1 open numbering, the cloth in each sample area If sampled point, dot spacing be 180~200m, for close on sewage draining exit sample area encrypt sampled point, dot spacing be 80~ 100m, as the bed mud thickness of sewage draining exit is more than the bed mud thickness of the korneforos heart, sediment pollution degree is uneven consistent, is encrypted Layout, accuracy of detection can be improved, more representative and cogency can more reflect the sediment pollution situation of whole construction section. The spacing of sampled point is crossed conference and causes certain difficulty to the determination of pollution range, and spacing is too small, can increase workload, make construction Cost increases, and the spacing of sampled point should be suitably zoomed in or out according to river surface size, therefore the spacing of reasonable Arrangement sampled point, It is convenient to determine pollution range, construction cost is controlled, arranges sampled point as few as possible all-sidedly and accurately to reflect the dirt of bed mud Dye situation, can improve efficiency of construction, reduce construction cost.According to the principle that bank is close, the korneforos heart is dilute, 80 samplings are laid altogether Point, sampling point location determined using GPS, retains the route track between each sampled point, during on-the-spot investigation, in the corresponding tool of sampled point Redwood pile beacon note is left at body position, eye-catching mark is left to sampled point, it is easy to find.
B () sampler is installed:Sampler includes fixing pipe 1 and probe tube 2, and fixing pipe 1 connects the probe tube 2, sampling Pipe 2 is made using transparent material, and probe tube 2 is marked with scale, convenient to read record data.One end of probe tube 2 is provided with Capping 3, is evenly distributed with dewatering hole 4 in capping 3, sampling is finished in rear probe tube 2 and is filled with bed mud, puts capping 3, then hang down Straight to place sampler, the hydrops in bed mud are oozed out due to action of gravity downwards, flow out sampler by dewatering hole 4, drip sky water Point, it is so as to improve the dry weight of bed mud, convenient to detect.One end of fixing pipe 1 is provided with coupling assembly 5, and coupling assembly 5 includes axle Set 6 and support member 7, axle sleeve 6 are connected with hanging ring 8 on support member 7 on axle sleeve 6, the setting of hanging ring 8 is conveniently twined Around nylon rope, connect counterweight lead, increase the weight of sampler so that sampler in deeper water keeps vertical and stablizes Property, will not be affected by stormy waves, water wave.One end of fixing pipe 1 is provided with snap ring 9, and perforate 10 is symmetrically distributed with snap ring 9, Grab 11 is symmetrically distributed with support member 7, and the connection perforate 10 of grab 11, support member 7 have elasticity, perforate caught on by grab 11 10, being stably connected with for coupling assembly 5 and fixing pipe 1 is realized, installs simple, convenient disassembly.
Axle sleeve 6 is provided with handspike 12, and handspike 12 is provided with Anti-slip cover 13, and the setting of Anti-slip cover 13 can avoid lifting During sampler, there is the phenomenon slipped out of the hand as hand perspiration is excessive in workman, increases the frictional force of handspike 12, conveniently applies Power is operated, and 13 manufacturing process of Anti-slip cover is simple, and replacement cost is low.Handspike 12 is provided with screw thread plush copper 14, and handspike 12 passes through 14 connecting bushing 6 of screw thread plush copper, easy accessibility, operability are low, are easy to carry.The sampler has simple structure, and connection is flexible, Install simple, convenient disassembly is easy to carry, and operability is low, sampling is quick effectively, practical advantage.
The grab 11 of support member 7 is first caught on the perforate 10 on snap ring 9, capping 3 is taken off, then by fixing pipe 1 and probe tube 2 Mutually tighten, the other end of probe tube 2 is in open state, then handspike 12 is tightened on axle sleeve 6, and taps handspike 123~5 times, stability of the handspike 12 on axle sleeve 6 is improved, install quick effective, reliable and stable, convenient disassembly will can be adopted The each part of storage is mounted in workbox, is taken small volume, is carried with.
(c) grab sampling:For the depth of water is in the sample area of below 1m, according to sampling location by hammering handspike 12 Mode vertically squeezes into sampler in water, and till probe tube 2 cannot sink, probe tube 2 cannot sink to illustrating probe tube 2 Lower end reaches bed mud and pan soil matter interface, analyzes the bed mud for collecting, so that it may understand pollution condition.Read current sample pipe 2 On registration, make it is lower record, and carry out red paint labelling, as the sampling critical point of sampler afterwards, for the depth of water is in more than 1m Sample area, nylon rope is wound on hanging ring 8, nylon rope is connected with counterweight lead, increase sampler weight so that adopt Sample device keeps vertical stability in deeper water, will not be affected by stormy waves, water wave and produce vertical missing.By counterweight Block is first put in water, then sampler is vertically squeezed in water so that bed mud is filled with probe tube 2, reaches the depth of red paint labelling Degree, error are less than 1%, it is ensured that in each sample area, the bed mud depth of collection is the same, increase comparability, improve the accurate of detection Degree.
(d) sample collection:Sampler is extracted from water, and the bottom of probe tube 2 is entangled with capping 3, vertically stand 20 ~30min, will be the moisture remained in bed mud drip empty, then reads the registration of each probe tube 2, makees lower record, bed mud is carried out Processed, reduces the interference of moisture, improves detection efficiency.Then capping 3 is taken off again, fixes vertical plunger device, it is vertical Plunger device includes gusseted seat 15, support bar 16 and stopper head 17, and stopper head 17 is located at one end of support bar 16, support bar 16 Gusseted seat 15 is threaded connection, easy to operate, vertical plunger device simple structure, connection are reliable, easy accessibility is easy to take Band.
One man operation, probe tube 2 is upside down in the body for buttressing probe tube 2 on vertical plunger device on the other hand, another handss wood Plate taps the upper orifice of probe tube 2 so that body is pushed, and accelerates the decrease speed of probe tube 2, is sampled by the ejection of stopper head 17 Bed mud in pipe 2, prevents bed mud from condensing on the inwall of probe tube 2, is subsequently collected in sample box, and labelled, indicates Sample number into spectrum, such as the two of No. 1 sample area sampled point, sample number into spectrum are 1a and 1b.Bed mud is ejected using stopper head 17 Physical method, it is simple to operate, it is quick effectively to collect convenient, it is related to that equipment is few, the bed mud sample of collection is directly turned by low cost Move on in sample box, maintain the character of bed mud, the interference outside reduction, it is ensured that sample effect.
(e) repeated sampling:The sampling location of repetition sample, adjacent 4 sample area composition one are selected according to design working drawing Individual repeated sampling unit, randomly selects 1~2 repetition sampling point in each repeated sampling unit, and bed mud sampling depth is less than red The depth of paint labelling, bed mud acquisition step are identical with above-mentioned sample area bed mud acquisition step, repeat the bed mud of sampling point as right Product in the same old way, control sample are individually numbered, and prevent random number, and control sample makes the detection method more scientific and reasonable as object of reference, Unknown disturbed condition is discharged, the cogency of testing result can be improved;
F () sample dries in the shade:Dry in the shade where the bed mud sample unification of all collections is placed on ventilation, the time is 3~5 days, Period is constantly stirred to bed mud sample, can save it is substantial amounts of dry in the shade the time, shorten the detection duration, air-dry residual in bed mud sample The moisture for staying, improves the dry weight of bed mud, reduces error, improves accuracy of detection, strengthens cogency.
(g) sample analysis:Sample is first placed in surface plate the sieve being ground to by 60~80 mesh, beaker is placed into It is interior, the mixed solution of hydrochloric acid and nitric acid is then injected into, is reacted in a heated condition, first sample is carried out clearing up instead with mixed acid Should, make the metal of various forms in sample be changed into one kind and can survey state, it is convenient to determine content of beary metal.Sample is finely ground to increase contact Area, can save the substantial amounts of response time, improve reaction efficiency, so as to improve detection efficiency.Then filtered, filter out and disappear Residue in solution liquid, prevents which from causing damage to subsequent instrumentation, causes unnecessary loss.Collect filtrate and inject lucite Stand in settling leg, sample every 10~15min, take altogether 5 times, the filtrate of control sample only samples once, as object of reference, so Afterwards to filtrate in each pollutant index be analyzed, determine shore protection section for pollutant index in each sample filtrate Pollution range, and pollution level, carry out desilting work so as to convenient.
The present invention lays sampled point according to the principle that bank is close, the korneforos heart is dilute, and the spacing of reasonable Arrangement sampled point is convenient true Determine pollution range, control construction cost, arrange sampled point as few as possible all-sidedly and accurately to reflect the pollution condition of bed mud, Efficiency of construction can be improved, construction cost is reduced.Sample area to closing on sewage draining exit encrypts sampled point, more representative and persuasion Power, improves accuracy of detection, can more reflect the sediment pollution situation of whole construction section.Repeated sampling is taken, repeats sampling point Used as control sample, control sample makes the detection method more scientific and reasonable as object of reference to bed mud, discharges unknown interference stripe Part, can improve the cogency of testing result.The bed mud sample of each sample area is numbered, representative sample is filtered out Product, analyze in these sample filtrates pollutant index to determine the pollution range of shore protection section, and pollution level, so as to convenient Carry out desilting work, optimal dredging effect is obtained with minimum investment.Present invention construction is simple, and the construction period is short, construction Efficiency high, the construction equipment being related to are few, low cost, and accuracy of detection is high, and Detection results are good, more representative and cogency.
In the present invention, sampler structure is simple, and connection is flexible, installs simple, and convenient disassembly, operability are low, can be by harvester Each part is mounted in workbox, is taken small volume, is carried with, and sampling is quick effectively, practical, takes off capping 3, probe tube 2 lower end is in open state, and sampler is vertically squeezed in water, and bed mud will be full of probe tube 2, and probe tube 2 is marked with quarter Degree, it is convenient to read record data, the physical method of bed mud is ejected using stopper head 17, it is simple to operate, quickly effectively, collection side Just, it is related to equipment few, low cost is transferred directly to the bed mud sample of collection in sample box, maintains the character of bed mud, reduces Outside interference, it is ensured that sample effect.
Construction site pollution prevention measure
1) water prevention and cure of pollution countermeasure
(1) waste water of constructing is processed by relevant requirement, must not be directly discharged into farmland, river;
(2) the waste oil waste water of construction machinery, is acted upon using effective measures such as oil interceptors, must not discharge beyond standards;
(3) when Farmland is constructed, existing irrigation and drainage system is protected by, builds interim water channel, water pipe etc. if necessary, Ensure the integrity of irrigation and drainage system.
2) prevention and control of air pollution countermeasure
(1) at the construction field (site) and there be the hard of the region such as Office Area special configuration some specialties in the living area of some workmans Change equipment, while assigning special messenger to be responsible for cleaning works of sprinkling water.If city carries out construction operation again in addition, should forbid in construction Scene carries out corresponding concrete-agitating and pours operation, will select commodity in use concrete.In addition can also be in operation process Select using concrete automatic mixing plant;
(2) should select as far as possible using relatively professional rotary drilling rig when corresponding drilling pouring stake operation is carried out;
(3) when being cleared accordingly and processing operation to rubbish of constructing, should first be sprinkled water, then be cleaned Operation, and carry out after carrying out concentrating pack operation to which.Low stain equipment is selected in lectotype selection, and sky is installed Gas pollution control system;
(4) cover tight with tarpaulin when transport cement etc. easily flies upward material, and loading amount is moderate, must not overload transport;
(5) special sprinkling truck is equipped with, watering moistening is often carried out to job site and transport routes Jing, reduce airborne dust.
3) Measures for Prevention of Noise Pollution
(1) strengthen construction management.The reasonable arrangement time, in strict accordance with the pertinent regulations that construction noise is managed, night does not enter Row piling work;
(2) as far as possible using the construction method that low noise construction equipment and noise are low;
(3) shielding is set around strong noise equipment during operation;
(4) strengthening transportation management, building materials transport etc. is carried out on daytime as far as possible, and control vehicle is blown a whistle.
4) building waste treatment Countermeasures
(1) building waste Classification Management is realized, building waste is set up as needed and is placed place and facility;
(2) refuse collection agreement is signed with transporter, and rubbish long qualifications of dissolving is put on record;
(3) garbage of project recoverable is listed, recycling amount is improved;
(4) the discarded oily gloves in scene, coating packing bucket, cleaning meanss waste residue, flight-line maintenance maintenance waste residue the like waste by Special messenger collects in time and processes.
5) site clearing and recovery after completing are carried out smooth
(1) spoil ground, the protection of the environment resistant that fetches earth are carried out;
(2) spoil ground should carry out spoir by design attitude in line with the principle for accounting for arable land less;
(3) before the spoir position spoir that design is specified, it is necessary to perform protection and guarded drainage facility by design in advance.
(4) should be neat, attractive in appearance, stable when spoir is stacked, and effectively regular shape and must not to the building of surrounding or Other facilities produce interference and damage, while away from the visual line of sight of driving;
(5) after the completion of waste, second ploughing should be carried out by design requirement, till reaching owner and supervising engineer's requirement;
(6) fetch earth field fetch earth should by planning geometry excavate;Adjacent Buildings, structures must not be affected when fetching earth;
(7) field of fetching earth should be fetched earth by natural grade slope, prevent soil body landslide, cave in;
(8) fetch earth after finishing, exposed earth's surface grass planting should be afforested, be prevented erosion.
6) vegetation, soil and protection of groundwater resource are carried out
(1) according to construction site orographic condition and hydrological characteristics, firmly press《Law of soil and water conservation》Regulation, rationally arrange and apply Work campsite, yard of material, precast plant, machine maintenance field, interim builder's temporary shed, builder's road etc., necessarily carry out water and soil conservation protected working, Do not change earth's surface Jing stream direction by force or change ditch, change the nonvoluntary cutting vegetation in river, the artificial range of activity that expands causes soil erosion;
(2) reasonable use land, temporary site are used less as far as possible or are not take up arable land, are carried out by regulation requirement multiple after being finished Plough or greening treatment, the exposed earth's surface in the range of permanent land used is covered with vegetation, and ensures its survival rate;
(3) local geology and natural situation are combined, spoil ground performs barricade protection by design requirement, prevents erosion, Guarantee stablizing for the spoil ground soil body;
(4) with reference to rainy season construction measure, interim waterproof and water drainage system is combined with permanent pumping equipment, is constructed in river course Temporary facility after Practical Completion, carry out thorough cleaning, recover original appearance, prevent from occupying river course, compress the cross-section of river.And early The vegetative coverage of protection works and exposed earth's surface is performed, is prevented erosion and is occupied farmland or blocking river course;
(5) build good environment.Enough interim sanitary installations are set with living area at the construction field (site), Jing often carries out health Cleaning, while planting flowers and plants, trees around living area, beautifies the living environment;
(6) harmful substance (such as fuel, waste material, rubbish etc.) to be transported to after processing by the measure that local environmental administration is agreed to The place that supervising engineer specifies is buried, and prevents from damaging animal and plant.
The specific embodiment of the present invention is these are only, but the technical characteristic of the present invention is not limited thereto.It is any with this Based on bright, it is to solve essentially identical technical problem, realizes essentially identical technique effect, done simple change, etc. With replacement or modification etc., among being all covered by protection scope of the present invention.

Claims (10)

1. a kind of detection method of shore protection section bed mud, it is characterised in that comprise the steps:
A () construction is arranged:Sample area is divided according to design working drawing, from 1 open numbering, is laid in each sample area and is adopted Sampling point, dot spacing be 180~200m, for close on sewage draining exit sample area encrypt sampled point, dot spacing be 80~100m, root According to the principle that bank is close, the korneforos heart is dilute, 80 sampled points are laid altogether, sampling point location is determined using GPS, retained between each sampled point Route track, during on-the-spot investigation, the corresponding particular locations of sampled point stay redwood pile beacon note;
B () sampler is installed:The grab of support member is first caught on the perforate on snap ring, capping is taken off, then by fixing pipe and sampling Pipe is mutually tightened, and the other end of probe tube is in open state, then handspike is tightened on axle sleeve, and taps handspike 3 ~5 times, complete to install;
(c) grab sampling:For the depth of water is in the sample area of below 1m, will by way of hammering handspike according to sampling location Sampler is vertically squeezed in water, till probe tube cannot sink, reads the registration on current sample pipe, makees lower record, and Red paint labelling is carried out, as the sampling critical point of sampler afterwards, for the depth of water is in the sample area of more than 1m, on hanging ring Winding nylon rope, nylon rope is connected with counterweight lead, balancing weight is first put in water, then sampler is vertically squeezed in water, So that bed mud is filled with probe tube, the depth of red paint labelling is reached, error is less than 1%;
(d) sample collection:Sampler is extracted from water, and the bottom of probe tube is entangled with capping, vertically stand 20~ 30min, will be the moisture remained in bed mud drip empty, then reads the registration of each probe tube, makees lower record, then take off envelope again Lid, is fixed vertical plunger device, then probe tube is upside down on vertical plunger device, the bottom that will be gathered in probe tube by stopper head Mud is ejected, and is collected in sample box and labelled, is indicated sample number into spectrum;
(e) repeated sampling:The sampling location of repetition sample is selected according to design working drawing, adjacent 4 sample area composition one is heavy Multiple sampling unit, randomly selects 1~2 repetition sampling point in each repeated sampling unit, and bed mud sampling depth is less than red paint mark The depth of note, bed mud acquisition step are identical with above-mentioned sample area bed mud acquisition step, repeat the bed mud of sampling point as control sample Product, control sample are individually numbered;
F () sample dries in the shade:Dry in the shade where the bed mud sample unification of all collections is placed on ventilation, the time is 3~5 days;
(g) sample analysis:Sample after drying in the shade is put in beaker, the mixed solution of hydrochloric acid and nitric acid is then injected into, in heating Under the conditions of react, then filtered, collect filtrate and simultaneously inject in organic glass settling column and stand, sampled every 10~15min, Take altogether 5 times, the filtrate of control sample only samples once, then to filtrate in each pollutant index be analyzed.
2. the detection method of a kind of shore protection section bed mud according to claim 1, it is characterised in that:Pass through in step (d) The specific practice that the bed mud gathered in probe tube is ejected by stopper head is one man operation, buttresses the body of probe tube on the other hand, another Handss tap the upper orifice of probe tube with plank so that body is pushed.
3. the detection method of a kind of shore protection section bed mud according to claim 1, it is characterised in that:By sample in step (g) Before product are put into beaker, sample is first placed in surface plate the sieve being ground to by 60~80 mesh.
4. the detection method of a kind of shore protection section bed mud according to claim 1, it is characterised in that:Institute in step (d) Stating vertical plunger device includes gusseted seat, support bar and stopper head, and the stopper head is located at one end of the support bar, described Support bar is threaded connection the gusseted seat.
5. a kind of sampler of the detection method for shore protection section bed mud as claimed in claim 1, it is characterised in that:Including Fixing pipe and probe tube, the fixing pipe connect the probe tube, and one end of the probe tube is provided with capping, the fixing pipe One end is provided with coupling assembly, and the coupling assembly includes axle sleeve and support member, and the axle sleeve is located on the support member, described Support member connects one end of the fixing pipe, and the axle sleeve is provided with handspike.
6. the sampler of a kind of detection method for shore protection section bed mud according to claim 5, it is characterised in that:Institute The one end for stating fixing pipe is provided with snap ring, and perforate is symmetrically distributed with the snap ring, and grab, institute are symmetrically distributed with the support member State grab and connect the perforate.
7. the sampler of a kind of detection method for shore protection section bed mud according to claim 5, it is characterised in that:Institute State handspike and be provided with screw thread plush copper, the handspike connects the axle sleeve by the screw thread plush copper.
8. the sampler of a kind of detection method for shore protection section bed mud according to claim 5, it is characterised in that:Institute State.
9. the sampler of a kind of detection method for shore protection section bed mud according to claim 5, it is characterised in that:Institute State dewatering hole is evenly distributed with capping.
10. the sampler of a kind of monitoring method for shore protection section bed mud according to claim 5, it is characterised in that: The handspike is provided with Anti-slip cover.
CN201610957277.2A 2016-11-02 2016-11-02 Detection method for detecting bottom sediment of revetment section Pending CN106568612A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610957277.2A CN106568612A (en) 2016-11-02 2016-11-02 Detection method for detecting bottom sediment of revetment section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610957277.2A CN106568612A (en) 2016-11-02 2016-11-02 Detection method for detecting bottom sediment of revetment section

Publications (1)

Publication Number Publication Date
CN106568612A true CN106568612A (en) 2017-04-19

Family

ID=58535503

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610957277.2A Pending CN106568612A (en) 2016-11-02 2016-11-02 Detection method for detecting bottom sediment of revetment section

Country Status (1)

Country Link
CN (1) CN106568612A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107702938A (en) * 2017-10-12 2018-02-16 孟凡林 A kind of unconsolidated sediment sampler
CN108020441A (en) * 2018-01-18 2018-05-11 中国石油大学(华东) It is a kind of can back cover unconsolidated sediment sampler
CN111624037A (en) * 2020-06-12 2020-09-04 顾晓东 Aquaculture water body environment intelligent monitoring system based on big data

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101162187A (en) * 2007-11-15 2008-04-16 南开大学 Sediment columnar sampler
CN102589927A (en) * 2012-03-26 2012-07-18 北京师范大学 Portable fidelity cylindrical bottom mud sampler
CN202886137U (en) * 2012-08-30 2013-04-17 浙江省环境保护科学设计研究院 Core pattern bottom mud sampler and matched sample separation device thereof
KR20140056978A (en) * 2012-11-02 2014-05-12 한국지질자원연구원 Time- integrated suspended load sampler for collecting suspended load according to depth of water
CN104964849A (en) * 2015-04-14 2015-10-07 湖南永清环保研究院有限责任公司 Novel sediment sampler
CN205038071U (en) * 2015-09-15 2016-02-17 常州市环境科学研究院 Water sample, dual -purpose collector of bed mud

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101162187A (en) * 2007-11-15 2008-04-16 南开大学 Sediment columnar sampler
CN102589927A (en) * 2012-03-26 2012-07-18 北京师范大学 Portable fidelity cylindrical bottom mud sampler
CN202886137U (en) * 2012-08-30 2013-04-17 浙江省环境保护科学设计研究院 Core pattern bottom mud sampler and matched sample separation device thereof
KR20140056978A (en) * 2012-11-02 2014-05-12 한국지질자원연구원 Time- integrated suspended load sampler for collecting suspended load according to depth of water
CN104964849A (en) * 2015-04-14 2015-10-07 湖南永清环保研究院有限责任公司 Novel sediment sampler
CN205038071U (en) * 2015-09-15 2016-02-17 常州市环境科学研究院 Water sample, dual -purpose collector of bed mud

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
刘健等: ""重力型芯型底泥采样器的基本结构与使用方法"", 《环境污染与防治》 *
吴敏: "《包装工程实验》", 30 September 2009, 北京:印刷工业出版社 *
田英杰: ""河道底泥重金属检测及潜在生态风险评估"", 《中国优秀硕士学位论文数据库 工程科技Ⅰ辑》 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107702938A (en) * 2017-10-12 2018-02-16 孟凡林 A kind of unconsolidated sediment sampler
CN108020441A (en) * 2018-01-18 2018-05-11 中国石油大学(华东) It is a kind of can back cover unconsolidated sediment sampler
CN108020441B (en) * 2018-01-18 2024-01-05 中国石油大学(华东) Loose sediment sampling device capable of sealing bottom
CN111624037A (en) * 2020-06-12 2020-09-04 顾晓东 Aquaculture water body environment intelligent monitoring system based on big data

Similar Documents

Publication Publication Date Title
Reid et al. Rapid evaluation of sediment budgets
Santos et al. A framework model for investigating the export of phosphorus to surface waters in forested watersheds: Implications to management
Lakel III et al. Sediment trapping by streamside management zones of various widths after forest harvest and site preparation
Urich Land use in karst terrain: review of impacts of primary activities on temperate karst ecosystems
CN106568612A (en) Detection method for detecting bottom sediment of revetment section
Witt et al. Evaluating best management practices for ephemeral stream protection following forest harvest in the Cumberland Plateau
Kuipers et al. Estimating nitrate loading from an intensively managed agricultural field to a shallow unconfined aquifer
Himat et al. Ancient karez system in Afghanistan: The perspective of construction and maintenance
Suryadiputra et al. A Guide to the Blocking of Canals and Ditches
Nisbet et al. The role of forest management in controlling diffuse pollution from the afforestation and clearfelling of two public water supply catchments in Argyll, West Scotland
Madramootoo Planning and design of drainage systems
Cheesman et al. Denitrification bioreactor trial in the Russell River catchment of the Wet Tropics
Cullum et al. Shallow groundwater and surface runoff instrumentation for small watersheds
Shields, Jr et al. Probable causes for willow post mortality
CN203869910U (en) Movable device for monitoring runoff sediment concentrations in different spatial distributions
Finér et al. Manual for constructing water protection structures at ditch network maintenance sites and for water retention in forests
Huirama Stream sediment sources: A comparison between a native forest catchment and a mixed-use pine and pasture catchment in the Waikato Region of New Zealand
CN116986732A (en) In-situ ecological restoration method for paddy field irrigation tail water
Khanijo Monitoring vegetative treatment system performance for open beef feedlot runoff control
DENBURY CARBON SOLUTIONS PLAN OF DEVELOPMENT
Manual Best Management Practices
Duckspool et al. Ecological Impact Assessment (EcIA) for a proposed development at
Johnson et al. Wiskow Dye Traces 2014 Olmsted County, Minnesota
Corps Irrigation Reference Manual
Holz Factors affecting erosion on a natural gas pipeline in the central Appalachians

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: 20170419

RJ01 Rejection of invention patent application after publication