CN202466781U - Highway bridge deck runoff real-time identification and selecting collection system - Google Patents
Highway bridge deck runoff real-time identification and selecting collection system Download PDFInfo
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- CN202466781U CN202466781U CN2012200906440U CN201220090644U CN202466781U CN 202466781 U CN202466781 U CN 202466781U CN 2012200906440 U CN2012200906440 U CN 2012200906440U CN 201220090644 U CN201220090644 U CN 201220090644U CN 202466781 U CN202466781 U CN 202466781U
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Abstract
The utility model relates to a highway bridge deck runoff real-time identification and selecting collection system which effectively solves the problems that instant identification can not be realized, the effect is poor, potential safety hazard still exists and contamination accidents are easy to cause. A controller is respectively connected with a camera, a first electromagnetic valve, a rain and snow sensor, a second electromagnetic valve, an ultrasonic flowmeter and a third electromagnetic valve; the controller is connected with a monitor through a router; the ultrasonic flowmeter is installed on a U-shaped detector tube; a second sensor connected with the controller is formed in the U-shaped detector tube; the U-shaped detector tube is respectively communicated with the second electromagnetic valve and the third electromagnetic valve; the second electromagnetic valve is communicated with a sedimentation tank and a collecting tank; the collecting tank is connected with the third electromagnetic valve; a liquidometer connected with the controller is formed in the collecting tank; the collecting tank is connected with the first electromagnetic valve; and the first electromagnetic valve is communicated with a purifier and a side ditch. The system has good effect, can realize instant identification, and effectively solves the problems that potential safety hazard exists and contamination accidents are easy to cause.
Description
Technical field
The utility model relates to drainage plant, particularly a kind of highway bridge runoff Real time identification and selection gathering system.
Background technology
According to statistics, the Hazardous Chemical Substances of China more than 95% relates to strange land transportation problem, and for example the year amount of flow of liquefied ammonia reaches more than 80 ten thousand tons, and the year amount of flow of liquid chlorine reaches more than 170 ten thousand tons, and wherein 80% through highway transportation.Statistics both domestic and external shows that the Hazardous Chemical Substances shipping accident accounts for 30%～40% of hazardous chemical total number of accident.Above-mentioned statistics shows that highway transportation is the main means of transportation of Hazardous Chemical Substances, and the hazardous chemical accident that takes place in the transportation accounts for quite great proportion in total Hazardous Chemical Substances accident, and be the peak period that accident takes place summer time.Trace it to its cause one is easy occurrence of traffic accident of high temperature and rainy weather and dangerous chemical leakage accident; Severe weather conditions causes vehicle condition and driving conditions variation; The 2nd, this period is the busy season of dangerous material production and selling; Extends in view of speedway is linear, crosses over a large amount of surface water bodies, and node position such as bridge is the characteristics of black spot that the surface water pollution that the hazardous chemical shipping accident causes becomes the problem that presses for solution.
Though the identification that prevents surface water pollution and be provided with is arranged at present and selects gathering system; But owing to structural reason, the characteristics that liquid dangerous material are mobile by force, permeability is strong are leaked the back to the three-dimensional diffusion of level and below; Difficult quilt is controlled; Can't realize instant identification, weak effect still exists potential safety hazard and the easy problem that causes contamination accident.
Summary of the invention
To above-mentioned situation; For overcoming the prior art defective; The purpose of the utility model just provides a kind of highway bridge runoff Real time identification and selects gathering system; Can effectively solve existing bridge floor runoff gathering system can't discern immediately, and weak effect still exists potential safety hazard and the easy problem that causes contamination accident.
The technical scheme that the utility model solves is; Controller is connected with camera, first electromagnetic valve, sleet sensor, second electromagnetic valve, ultrasonic flowmeter and the 3rd electromagnetic valve respectively, and controller connects watch-dog through router, and ultrasonic flowmeter is mounted on the outer wall of U-shaped detector tube; Second sensor that links to each other with controller is arranged in the U-shaped detector tube; The U-shaped detector tube is connected with second electromagnetic valve, the 3rd electromagnetic valve respectively, and first outlet opening and the sedimentation basin of second electromagnetic valve are connected, and first water inlet pipe of the collecting pit that second outlet opening of second electromagnetic valve and accident leakage are used is connected; Second water inlet pipe of collecting pit is connected with the outlet opening of the 3rd electromagnetic valve; The content gauge that links to each other with controller is arranged in the collecting pit, and the outlet opening of sedimentation basin connects first electromagnetic valve, and first floss hole and second floss hole are arranged on first electromagnetic valve; First floss hole of first electromagnetic valve is connected with the water inlet pipe of clarifier, and second floss hole of the outlet pipe of clarifier and first electromagnetic valve is connected with gutter respectively.
The utility model is effective, can realize instant identification, efficiently solves potential safety hazard and the easy problem that causes contamination accident.
Description of drawings
Fig. 1 is the structural front view of the utility model.
Fig. 2 is the structural front view of the utility model U-shaped detector tube.
Fig. 3 is the structure sectional view of the utility model clarifier.
Fig. 4 is the structure vertical view of the utility model clarifier.
Fig. 5 is the structural front view of the utility model collecting pit.
The specific embodiment
Elaborate below in conjunction with the specific embodiment of accompanying drawing to the utility model.
Provide by Fig. 1-Fig. 5; The structure of the utility model is; Controller 1 is connected with the 3rd electromagnetic valve 10 with camera 3, first electromagnetic valve 4, sleet sensor 6, second electromagnetic valve 7, ultrasonic flowmeter 8 respectively, and controller connects watch-dog 14 through router two, and ultrasonic flowmeter is mounted on the outer wall of U-shaped detector tube 9; Second sensor that links to each other with controller is arranged in the U-shaped detector tube; The U-shaped detector tube is connected with second electromagnetic valve, the 3rd electromagnetic valve 10 respectively, and first outlet opening and the sedimentation basin 11 of second electromagnetic valve are connected, and first water inlet pipe of the collecting pit 12 that second outlet opening of second electromagnetic valve and accident leakage are used is connected; Second water inlet pipe of collecting pit is connected with the outlet opening of the 3rd electromagnetic valve; The content gauge 5 that links to each other with controller is arranged in the collecting pit, and the outlet opening of sedimentation basin connects first electromagnetic valve, and first floss hole and second floss hole are arranged on first electromagnetic valve; First floss hole of first electromagnetic valve is connected with the water inlet pipe 22 of clarifier 13, and the outlet pipe 23 of clarifier and second floss hole of first electromagnetic valve are connected with gutter 15 respectively.
Described router two is the commercially available prod, like a kind of equipment in order to realize that wired or wireless network connects between many computers such as optical fiber router, GPRS wireless router or adsl router; Described first electromagnetic valve 4, second electromagnetic valve 7 are the two-bit triplet electromagnetic valve; Described U-shaped detector tube 9 is a U-bend; Two upper ends of U-shaped detector tube have delivery port and water inlet respectively; The height of water inlet is higher than the height of delivery port; With the bottom first floss hole and second floss hole are arranged respectively on the sidewall of the U-shaped detector tube of delivery port bottom, first floss hole and second floss hole connect two water inlets of the 3rd electromagnetic valve respectively, and the water inlet of the delivery port of U-shaped detector tube and second electromagnetic valve is connected; Described the 3rd electromagnetic valve 10 is an emptying solenoid valve; Described second sensor is contained in the vertical tube of U-shaped detector tube; Second sensor has 4 at least; Be respectively turbidity transducer 16, PH sensor 17, conductivity sensor 18 and combustible gas sensor 19; Turbidity transducer, PH sensor and conductivity sensor place in the vertical tube of U-shaped detector tube delivery port below, and combustible gas sensor places in the vertical tube of U-shaped detector tube delivery port top; The ATmega324P type AVR single-chip microcomputer that described controller 1 is produced for atmel corp, controller connects power supply 36; Described clarifier 13 is that filtering ponds 20 are divided into left part pond body and right part pond body through overflow weir 21, and the exterior bottom of left part pond body has water inlet pipe 22, and the exterior bottom of right part pond body has outlet pipe 23; First floss hole of the outer end of water inlet pipe and first electromagnetic valve is connected, and outlet pipe and gutter are communicated with, and left part pond body is equipped with the distribution pipe 24 that is " rich " font in the bottom; The transverse tube outer end, middle part and the water inlet pipe of distribution pipe are connected; The arm that many rows are arranged in parallel vertically is equipped with in the both sides of middle part transverse tube, and the terminal oral area of arm is equipped with pipe plug 25, and distribution pipe has staggered circular hole 26 along the lateral separation; The diameter of circular hole is not stopped up, is not fallen into circular hole and be as the criterion with cobble; Distribution pipe top is bottom-up to be equipped with respectively the filtration beds that the coarse sand 29 by the zeolite 28 of the cobble 27 of particle diameter 3-4cm, particle diameter 2-3cm and particle diameter 2-3mm constitutes for filtrate successively, between every two adjacent filtration bedss filter 30 is arranged, and the mesh diameter on every layer of filter is less than the particle diameter of the adjacent filtrate in upper strata; Be in order to prevent the mixing of filtrate excessive convergence; Reduce the gap rate of lower floor's filtrate, the top of filtration beds is lower than the top of overflow weir, and access hole 31 is arranged at the top of filtering ponds; Described cobble 27 is a cobble, and zeolite 28 is a basalt, and coarse sand 29 is a quartz sand; Described collecting pit 12 is that maintenance opening 32 is arranged at top; Both sides have the upper end to stretch out outside water inlet pipe 33 respectively and clear pipe 34, and stack 35 is arranged at the collecting pit top of maintenance opening one side, and the water inlet pipe of collecting pit has first water inlet pipe and second water inlet pipe totally two water inlet pipes; Bottom crooked and collecting pit, the lower end of water inlet pipe parallels; The lower end of clearing pipe places the collecting pit bottom in the groove of lower convexity, and content gauge places the inboard of clearing pipe, and the bottom of collecting pit is downward-sloping to groove direction.
The operating principle of the utility model is, the bridge floor spilled water hole of directly flowing through flows in the gutter that lays along the bridge outside, flows into the U-shaped detector tube then; Liquid level raises gradually and floods second sensor in the U-shaped detector tube; After the liquid and second sensor satisfied detection requirement time of contact, second sensor sends the water quality detection signal respectively to controller, after controller is resolved the sensor electrical signal; Water quality criterion identification water quality according to preset in the controller is normal flow or accident leakage thing; And, make water to flow into sedimentation basin or inflow collecting pit according to the electromagnetic valve action changing flow direction on the recognition result control subordinate pipeline, the bridge floor runoff is carried out selective collection by water quality; Bridge floor comes water when detecting to accident leakage, flows into collecting pit; When detecting, get into sedimentation basin to normal flow.Sedimentation basin has retaining and deposition double action concurrently; The bridge floor runoff comes water behind preliminary sedimentation, to flow into the clarifier of subordinate certainly; The combination filtering layer that clarifier is made up of cobble, zeolite and coarse sand has crown_interception preferably to suspension contained in the bridge floor runoff, and the clarifier water outlet enters gutter.
Can know that by said structure controller is encoded the sensor detection signal and afterwards is sent to the watch-dog of Surveillance center through optical fiber or GPRS router synchronization, shows after being resolved by watch-dog, supplies staff's decision references.Controller is except transmitting control signal, parsing, processes sensor detection signal and processing, the transmission camera video signal, also undertaking and be power devices functions such as sensor, and the power supply of controller can be by civil power behind transformer rectifier circuit; Be output as and demand correspondent voltage, electric current; Also can be equipped with power supply, like battery, battery pack etc.; For avoiding influencing the stability of controller operation, equipment that some driving powers are bigger such as electromagnetic valve adopt the independent current source power supply.Watch-dog is an industrial computer, realizes functions such as real-time demonstration, the equipment state of bridge floor equipment running status are consulted, the equipment operational factor is provided with by computer software.Categories of sensors in the utility model has: pH sensor, conductivity sensor, turbidity transducer, combustible gas sensor; The sensor detected object covers acidic liquid, akaline liquid, conducting liquid, volatile inflammable liquid, various salt, has covered the kind that speedway transports common dangerous material basically.Nonetheless, to some classification dangerous material, for example edible oil still can't be realized instant identification, and the camera of bridge floor monitoring usefulness is set for this reason, through video mode identification bridge floor accident, to remedy the deficiency of sensor detectability.The underlying parameter that provides according to electromagnetic valve supplier; Watch-dog possesses the valve core of the electromagnetic valve closure state and detects recognition function; This state transfers to watch-dog and is presented on the screen behind coding, each position electromagnetic valve valve state comes into plain view, and makes things convenient for staff's manual operation.After solenoid-driven refers to that specifically sensor detects the exception water quality signal; Compare with the accident discrimination standard that predefined is good in the watch-dog storage system; Meet accident water quality characteristic conducting driving circuit for electromagnetic valve immediately; Control two-bit triplet electromagnetic valve valve switches to the dump state from normal emissions status, and collecting pit is gone in the logistics of guiding accident leakage.The U-shaped detector tube be one section U-bend, bend pipe inflow direction height is a little more than the direction of anhydrating (press hydraulic slope nature the discrepancy in elevation get final product), the second interior sensor of U-shaped detector tube is installed in the arbitrary vertical pipeline section of U-bend all can; But be installed in leftward position than the right side more help coming water mix (such as Fig. 2 mark), vertically the pipeline section height depends in the sensor combination height of long pass sensor, can be short slightly when not receiving the size sensor restriction; But unsuitable too short, the one, reserve external labeling type ultrasonic flowmeter paster installation site, the 2nd, the flow meter detection needs stable full packages current; Vertical tube is too short; Current are prone to fluctuation, a sensor combination are arranged, i.e. second sensor in the U-shaped detector tube; After adopting sensor combination, electrochromic substance behind monitoring target covering acid, alkali, salt, volatile combustible gases, the molten water.Ageing and the reliability for the raising system; In conjunction with existing sensors classification and speedway dangerous material classification, system is detected the period divide into the two kinds of weather conditions in sleet sky and non-sleet sky, for the bridge floor main frame weather conditions information is provided by the sleet sensor; At non-sleety weather; The electromagnetic valve acquiescence is positioned at the dump state, and detected any flow all is identified as dangerous material and leaks the collecting pit of inflow accident leakage in the U-shaped detector tube; Under the sleety weather situation, judge whether dump,, otherwise flow into sedimentation basin if dump flows into the accident leakage collecting pit according to the sensor combination testing result.After monitoring was optimized the period, all flows on non-rainy day no matter whether detect, all got into the Ji Chi that accident leakage is received, and have significantly improved the accident leakage recall rate.
The clarifier of the utility model is after the initial stage runoff gets into, and carries out water distribution through " rich " font distribution pipe, and distribution pipe is located at the clarifier bottom; End openings is used the pipe plug shutoff, and 5～10cm evenly gets out circular hole in water pipe lateral separation, pipeline section upper edge, is staggered; Do not stop up, do not fall into circular hole and be as the criterion with cobble, when cobble particle diameter difference is big, should take measures to prevent that cobble from stopping up, falling into circular hole; The boring purpose is a uniform water distribution on the distribution pipe, when upland water is flowed through the filter material gap, can subdue certain degree because of its tortuous rotating obstruct and upwelling water outlet and come water potential energy; Help to form the mild upwelling that is evenly distributed, water changes laminar flow into by turbulent flow and is evenly distributed on the filter material layer cross section in the future, makes full use of the filter capacity of filtrate on the one hand; The stable upwelling that forms on the other hand prevents to filter the high concentration of sediment overflow of carrying under one's arms of back flow-shape shakiness, cobble, zeolite, the coarse sand of laying depth 40cm according to this on distribution pipe top; Particle diameter diminishes from down to up step by step; Lay filter between each filter material layer, prevent the mixing of filtrate excessive convergence, reduce the gap rate of lower floor's filtrate.The filter material layer top also has 50cm highly not fill filtrate to the overflow weir top, and this highly is the sediment settlement layer, in order to the sand grain of carrying under one's arms in the further removal water outlet.Because runoff is extremely slow through flow velocity behind the filtration beds, in filter process, stopped and fine particle that runoff is carried under one's arms during through the coarse sand filtration beds, because of going up more greatly behind certain altitude, density settles down gradually.Current are successively through behind cobble, zeolite, the coarse sand filtration beds; Hold back most of particulate pollutant,, be full of the pond body gradually along with coming water to continue; After the fine particle that the sedimentation of filtrate space segment falls to carry was not filled on clarifier top, the outlet pipe that flows into right part pond body through overflow weir entered gutter.And, obtained good effect through the repetition test test, concrete condition is following:
For solving initial stage runoff pollution problem, to the water quality characteristics of bridge floor runoff, in the utility model, introduce clarifier, be used for holding back the major pollutants SS (suspended particle in the water) of initial stage runoff, and COD (COD) is also had certain removal effect.With SS, COD, BOD in the initial stage runoff pollution thing of gathering
5Test result plots curve, finds SS, COD, BOD
5Concentration curve be substantially parastate, combine the water quality characteristics deduction of initial stage runoff, the COD in the water sample, BOD
5Concentration quite a few is arranged is by the SS in water sample contribution; It is same water sample; Behind filtering SS, test COD and do not filter SS test COD; The result who obtains is inconsistent, gathers the native simulated experiment result who is done in urban transportation main line roadside and shows that COD and SS concentration correlation reach 87.2%, show that above-mentioned deduction is correct.
The filtrate that clarifier adopted is a cobble, basalt, and quartz sand, the flowing velocity of current in these materials depends on the transmission coefficient of filtrate, the disposal ability of device then depends on transmission coefficient and filtering ponds discharge area.
Transmission coefficient is a composite target of reflection soil or other granular material water permeability, depends primarily on characteristics such as coating of particles, size, uniformity coefficient and space.The transmission coefficient of different medium is different.Transmission coefficient is a physical quantity that dimension is arranged, and dimension is the same with flow velocity.
Table 4-1 is the common materials transmission coefficient that calculates according to Darcy's law.
Table 4-1 common materials transmission coefficient
The clarifier upland water carries out water distribution through distribution pipe, and current are evenly distributed on the filtering material section as far as possible, to form comparatively stable upwelling.The laying of filtering material order is cobble, zeolite, coarse sand from bottom to top successively in the clarifier; Filtering material is laid the layering sketch map and is seen Fig. 3; The filtration beds that above-mentioned three kinds of filtering materials are formed, its transmission coefficient reduces from bottom to top successively, can find out; The filter capacity of whole device depends on that the minimum filtering layer of transmission coefficient is a coarse sands layer, and the time that current flow through device then is the time sum that current flow through three kinds of filtering materials respectively.Through comparing the discharge capacity of clarifier and distribution pipe, can obtain the two discharge capacity difference, this difference can be used as the volume of the sedimentation basin of confirming the clarifier higher level.Sedimentation basin plays precipitation preferably; What need control will have water velocity, the sedimentation basin degree of depth and length; Satisfying on this basis, can suitably strengthen tankage, this part capacity can be used as reservoir capacity; Come water and go out water speed and regulate voluntarily according to upstream and downstream by system, this capacity should be able to satisfy in the cycle in precipitation under the given precipitation intensity because of upland water and downstream filter and goes out the unnecessary water yield of the inconsistent generation of water speed.And reserve overfall, overflow when being used for precipitation weather at sedimentation basin.
The transmission coefficient that table 4-1 provides is a scope, because the filtering material of choosing and non-standard particle diameter and porosity for making result of calculation as far as possible near actual conditions, are got the average of bound when choosing the filtering material transmission coefficient.The cross-section of river size 2.5m * 1.8m of clarifier amounts to 4.5m
2, the thickness of three-layer filter is 40cm, and through calculating, the comprehensive discharge capacity of clarifier is 1.8l/s, and current are about 1614s through the time of three-layer filter.Detailed data is seen table 4-2.
Table 4-2 initial stage runoff clarifier disposal ability computational chart
The filter effect confirmatory experiment:
1, medium is selected
Cobble, basalt, quartz sand, wherein:
Cobble: diameter 3-4cm, purchase the Chen Zhai flowers market in Zhengzhou;
Basalt: diameter 2-3cm, purchase municipal administration two companies in the Zhengzhou City;
Quartz sand: diameter 2-3mm, purchase the section source water-purifying material factory in Gongyi City.
2, test water
Select urban road surfaces dust simulated sewage in the tap water for use.The intermittent loading mode is adopted in test, on every Mondays to water inlet Friday, gathers water inlet and water outlet every day.
3, influent concentration
Suspended particle in the water (SS) and COD (COD) are the main testing index of pollutant.It is formulated that test water ties up to the urban road dust that added in the tap water after 0.63mm sieves.
4, filler (claiming filtrate again, as follows) is filled out and is put
Consider that cleaning is convenient when changing filling kind, each casing is put a kind of filler, and filler is filled out the order of putting along on the water (flow) direction, is cobble, basalt, quartz sand successively in the casing.Filler in the casing is provided with 3 thickness, 10cm, 18cm, 22cm.Correspondingly, total filtration beds thickness is followed successively by 30cm, 54cm, 66cm.
5, the sampling time
Water inlet every afternoon, the water sample that water inlet and water outlet are gathered in the back left by water valve.Write down temperature and humidity experimental field simultaneously every day.
6, monitoring index and assay method
Solid suspension particle (SS) in the water: adopt gravimetric method;
COD (COD): adopt potassium dichromate method;
Humiture: thermohygrometer
Test result analysis
1, pilot study
After the pavement of road dust that different road surfaces collect is crossed the 0.63mm sieve, analyze the data of SS and COD.Each experimental field repeats 3 times.According to data analysis, the confirmed test water inlet needs the COD of interpolation and the numerical value of SS.
Table 4-3 different sample ground COD, pH, solid suspension content are relatively
| Sampling site | pH | COD (mg/L) | Solid suspension (mg/L) |
| The south of road, Song Shan, navigation road | 9.18 | ?11.4 | ?26.5 |
| East gate mouth south | 7.54 | ?23.4 | ?12.0 |
| South, Guang Lu South 3rd Ring Road, capital | 7.74 | ?5.78 | ?38.0 |
| South, Guang Lu South 3rd Ring Road, capital | 7.79 | ?5.07 | ?19.5 |
4-3 can find out by table, and the COD of urban road surfaces dust and the content of solid suspension is in different places, the content difference.Trace it to its cause, relevant with surrounding enviroment.Obviously than other local height, vegetable market arranged near mainly being such as the COD in: east gate mouth south, the nitrogen in the vegetable market, phosphorus, content of organics are high.The solid particulate matter that mixes the urban road dust in four places that collect the formation of back simulation express highway pavement runoff adds in the tap water.
2, experimental field temperature and humidity
The temperature of duration of test, humidity are in the whole test process, and it is steadily increasing that the temperature and humidity of test site changes, and range of temperature is between 14.3 ℃ of-23.9 ℃ of degree, and the arithmetic mean value of temperature is 18.5 ℃.The excursion of humidity is between 21%-47%, and the arithmetic mean value of humidity is 32%.In biological wastewater treatment, the optimum temperature range of microorganism is generally 16-30 ℃, and maximum temperature is at 37 ℃-43 ℃, and when temperature was lower than 10 ℃, microorganism was with not regrowth.In suitable temperature range, 10 ℃ of the every raisings of temperature, the corresponding raising of metabolic rate meeting of microorganism, the clearance of COD also can improve about 10%; On the contrary, 10 ℃ of the every reductions of temperature, the clearance of COD can reduce by 10%, and therefore in the winter time the time, the biochemical clearance of COD can be starkly lower than other season.
3, the removal of solid suspension
Under the table 4-4 different medium thickness to the removal effect of solid suspension
| Thickness (cm) | Influent concentration (mg/l) | Go out water concentration (mg/l) | Difference | Clearance (%) |
| 10 | 457 | 95 | 362 | ?79.2 |
| 10 | 517 | 38 | 479 | ?92.6 |
| 10 | 863 | 30 | 833 | ?96.5 |
| 10 | 726 | 35 | 691 | ?95.2 |
| 18 | 603 | 127 | 476 | ?78.9 |
| 18 | 582 | 72 | 510 | ?87.6 |
| 18 | 347 | 31 | 316 | ?91.1 |
4-4 can find out that the clearance of solid suspension in the artificial swamp test model is better by table, and the removal scope is between 78.9%-96.5%, and the arithmetic mean value of removing efficient is 89%.Sewage because flow velocity slows down rapidly, is added absorption, obstruction and the filtration of natural sedimentation and filler after getting into artificial swamp, the water inlet suspension is promptly effectively removed at the front end that gets into treating apparatus.Also exist physics, chemistry and biological suction-operated in the filler simultaneously, tiny suspension is effectively removed.So the height of suspended substance removal rate depends on the exposure level of waste water and filler, in wetland, keep the good fluidised form of waste water, make its packing layer of all flowing through, avoid the generation of waste water surface cross flow, most important to the removal efficient that improves suspension.
4, the removal of COD
Artificial swamp clearance to COD on every kind of filtrate thickness all is the trend that presents increase, and the increase of filtrate thickness has certain fluctuation to the removal of COD, and the removal of COD remains the trend that presents increase after the fluctuation.
5, the removal of solid suspension
Solid suspension has higher removal effect, and scope is at 78.9%-96.5%.
In a word; The utility model can be discerned bridge floor runoff water quality immediately; Handle it fast and accurately, efficiently solve the problem that there is potential safety hazard in existing bridge floor runoff gathering system and is prone to cause contamination accident, and solid suspension in the initial stage runoff and COD are had better removal effect.
Claims (9)
1. a highway bridge runoff Real time identification and select gathering system; It is characterized in that; Controller (1) is connected with camera (3), first electromagnetic valve (4), sleet sensor (6), second electromagnetic valve (7), ultrasonic flowmeter (8) and the 3rd electromagnetic valve (10) respectively; Controller connects watch-dog (14) through router (2); Ultrasonic flowmeter is mounted on the outer wall of U-shaped detector tube (9), and second sensor that links to each other with controller is arranged in the U-shaped detector tube, and the U-shaped detector tube is connected with second electromagnetic valve, the 3rd electromagnetic valve (10) respectively; First outlet opening of second electromagnetic valve and sedimentation basin (11) are connected; First water inlet pipe of the collecting pit (12) that second outlet opening of second electromagnetic valve and accident leakage are used is connected, and second water inlet pipe of collecting pit is connected with the outlet opening of the 3rd electromagnetic valve, and the content gauge (5) that links to each other with controller is arranged in the collecting pit; The outlet opening of sedimentation basin connects first electromagnetic valve; First floss hole and second floss hole are arranged on first electromagnetic valve, and first floss hole of first electromagnetic valve is connected with the water inlet pipe (22) of clarifier (13), and second floss hole of the outlet pipe of clarifier (23) and first electromagnetic valve is connected with gutter (15) respectively.
2. highway bridge runoff Real time identification according to claim 1 and selection gathering system is characterized in that described router (2) is optical fiber router, GPRS wireless router or adsl router.
3. highway bridge runoff Real time identification according to claim 1 and selection gathering system is characterized in that described first electromagnetic valve (4), second electromagnetic valve (7) are the two-bit triplet electromagnetic valve.
4. highway bridge runoff Real time identification according to claim 1 and selection gathering system; It is characterized in that; Described U-shaped detector tube (9) is a U-bend; Two upper ends of U-shaped detector tube have delivery port and water inlet respectively, and the height of water inlet is higher than the height of delivery port, with the bottom first floss hole and second floss hole are arranged respectively on the sidewall of the U-shaped detector tube of delivery port bottom; First floss hole and second floss hole connect two water inlets of the 3rd electromagnetic valve respectively, and the water inlet of the delivery port of U-shaped detector tube and second electromagnetic valve is connected.
5. highway bridge runoff Real time identification according to claim 1 and selection gathering system is characterized in that described the 3rd electromagnetic valve (10) is an emptying solenoid valve.
6. highway bridge runoff Real time identification according to claim 1 and selection gathering system; It is characterized in that; Described second sensor is contained in the vertical tube of U-shaped detector tube; Second sensor has 4 at least; Be respectively turbidity transducer (16), PH sensor (17), conductivity sensor (18) and combustible gas sensor (19), turbidity transducer, PH sensor and conductivity sensor place in the vertical tube of U-shaped detector tube delivery port below, and combustible gas sensor places in the vertical tube of U-shaped detector tube delivery port top.
7. highway bridge runoff Real time identification according to claim 1 and selection gathering system is characterized in that described controller (1) connects power supply (36).
8. highway bridge runoff Real time identification according to claim 1 and selection gathering system; It is characterized in that; Described clarifier (13) is that filtering ponds (20) are divided into left part pond body and right part pond body through overflow weir (21), and the exterior bottom of left part pond body has water inlet pipe (22), and the exterior bottom of right part pond body has outlet pipe (23); First floss hole of the outer end of water inlet pipe and first electromagnetic valve is connected; Outlet pipe and gutter are communicated with, and left part pond body is equipped with the distribution pipe (24) that is " rich " font in the bottom, and the transverse tube outer end, middle part and the water inlet pipe of distribution pipe are connected; The arm that many rows are arranged in parallel vertically is equipped with in the both sides of middle part transverse tube; The terminal oral area of arm is equipped with pipe plug (25), and distribution pipe has staggered circular hole (26) along the lateral separation, and distribution pipe top is bottom-up to be equipped with respectively the filtration beds that the coarse sand (29) by the zeolite (28) of the cobble (27) of particle diameter 3-4cm, particle diameter 2-3cm and particle diameter 2-3mm constitutes for filtrate successively; Between every two adjacent filtration bedss filter (30) is arranged; Mesh diameter on every layer of filter is less than the particle diameter of the adjacent filtrate in upper strata, and the top of filtration beds is lower than the top of overflow weir, and access hole (31) is arranged at the top of filtering ponds.
9. highway bridge runoff Real time identification according to claim 1 and selection gathering system; It is characterized in that described collecting pit (12) is that maintenance opening (32) is arranged at top, both sides have the upper end to stretch out outside water inlet pipe (33) respectively and clear pipe (34); Stack (35) is arranged at the collecting pit top of maintenance opening one side; The water inlet pipe of collecting pit has first water inlet pipe and second water inlet pipe totally two water inlet pipes, and bottom crooked and collecting pit, the lower end of water inlet pipe parallels, and the lower end of clearing pipe places the collecting pit bottom in the groove of lower convexity; Content gauge places the inboard of clearing pipe, and the bottom of collecting pit is downward-sloping to groove direction.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012200906440U CN202466781U (en) | 2012-03-12 | 2012-03-12 | Highway bridge deck runoff real-time identification and selecting collection system |
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| CN2012200906440U CN202466781U (en) | 2012-03-12 | 2012-03-12 | Highway bridge deck runoff real-time identification and selecting collection system |
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| CN (1) | CN202466781U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587275A (en) * | 2012-03-12 | 2012-07-18 | 河南省交通科学技术研究院有限公司 | Real-time identification and selective collection system for run-off on bridge floor of highway |
| CN103850319A (en) * | 2012-11-28 | 2014-06-11 | 沈阳铝镁设计研究院有限公司 | Method and device for reducing rainwater entering production system |
| CN104863049A (en) * | 2015-06-12 | 2015-08-26 | 郝玉萍 | Intelligent detecting and controlling system for chemical dangerous articles in highway bridge runoff |
| CN111613032A (en) * | 2020-05-20 | 2020-09-01 | 中国电建集团贵阳勘测设计研究院有限公司 | Highway sensitive water body highway section environmental protection and emergent processing system |
| CN115110412A (en) * | 2022-07-18 | 2022-09-27 | 湖北省交通规划设计院股份有限公司 | Bridge deck runoff collecting and monitoring control system for crossing sensitive water area bridge |
-
2012
- 2012-03-12 CN CN2012200906440U patent/CN202466781U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102587275A (en) * | 2012-03-12 | 2012-07-18 | 河南省交通科学技术研究院有限公司 | Real-time identification and selective collection system for run-off on bridge floor of highway |
| CN102587275B (en) * | 2012-03-12 | 2013-12-25 | 河南省交通科学技术研究院有限公司 | Real-time identification and selective collection system for run-off on bridge floor of highway |
| CN103850319A (en) * | 2012-11-28 | 2014-06-11 | 沈阳铝镁设计研究院有限公司 | Method and device for reducing rainwater entering production system |
| CN103850319B (en) * | 2012-11-28 | 2016-09-07 | 沈阳铝镁设计研究院有限公司 | A kind of rainwater that reduces enters the device of production system |
| CN104863049A (en) * | 2015-06-12 | 2015-08-26 | 郝玉萍 | Intelligent detecting and controlling system for chemical dangerous articles in highway bridge runoff |
| CN111613032A (en) * | 2020-05-20 | 2020-09-01 | 中国电建集团贵阳勘测设计研究院有限公司 | Highway sensitive water body highway section environmental protection and emergent processing system |
| CN115110412A (en) * | 2022-07-18 | 2022-09-27 | 湖北省交通规划设计院股份有限公司 | Bridge deck runoff collecting and monitoring control system for crossing sensitive water area bridge |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121003 Termination date: 20140312 |