CN206590983U - A kind of equipment of deep-sea oil extraction-generated waste water Treatment of Sludge - Google Patents

A kind of equipment of deep-sea oil extraction-generated waste water Treatment of Sludge Download PDF

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Publication number
CN206590983U
CN206590983U CN201621286032.3U CN201621286032U CN206590983U CN 206590983 U CN206590983 U CN 206590983U CN 201621286032 U CN201621286032 U CN 201621286032U CN 206590983 U CN206590983 U CN 206590983U
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flange
cylinder
filter
sludge
outlet
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Chinese (zh)
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李国富
程中和
李哲
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Abstract

The utility model discloses a kind of equipment of deep-sea oil extraction-generated waste water Treatment of Sludge, it is related to deep-sea oil recovery treatment technology, and in particular to ozone oxidation reaction device pipe network and high precision fiber cloth high efficiency particulate air filter.This equipment includes hull, on hull, from the beginning to the end, foul water tank, wastewater influent pump, ozone generator device, hydrogen peroxide chemicals dosing plant, gas-liquid static mixer, ozone reactor pipe network, elevator pump, automatic medicine adding apparatus, solid-liquid static mixer, 1# flow tank 2# flow tanks K, filter pump, fibre fabric block high-precision filter, spiral sludge dewatering machine, dewatered sludge baling press, backwash water tank, re-injection pump, reverse osmosis unit are disposed with and water tank is drunk.The utility model technique is simple, only two-stage;One-level top three-level, floor space is small;Processing accuracy is high, and water after filter can directly re-injection.Suitable for deep-sea oil recovery treatment.

Description

A kind of equipment of deep-sea oil extraction-generated waste water Treatment of Sludge
Technical field
The utility model is related to deep-sea oil recovery treatment technology, more particularly to a kind of deep-sea oil extraction-generated waste water Treatment of Sludge is set It is standby.
Background technology
Offshore oil production is 21 century most potential oil exploitation mode, safeguards national energy security and maritime rights and interests Important measure, strategic importance is great.Because the short life risk of offshore production platform is high, it is therefore necessary in advance using waterflooding extraction Mode.Re-injection is an important channel for ensureing oil field research and development and mitigating environmental pollution after produced water treatment.Therefore The exploitation of offshore oil production water technology and application are most important.With continually developing for marginal oil field and ocean deepwater oil field, Processing to oil-polluted water proposes new challenge, it is desirable to which corresponding processing equipment is towards efficient, densification and integration Direction is developed.Because offshore platform space is small, limited load bearing capacities, some ripe handling process of onshore oil field can not be answered With;Accordingly, it would be desirable to the efficient process equipment of light weight, high treating effect.
Utility model content
It is dirty that the purpose of this utility model is that the shortcoming and defect for overcoming prior art to exist is recovered the oil there is provided a kind of deep-sea The processing equipment of sewage sludge.
What the purpose of this utility model was realized in:
For above technological difficulties, the utility model focuses on to have probed into three problems:
First problem, onshore oil field oil-polluted water is commonly used after the PROCESS FOR TREATMENT of " physical oil-removing-coagulant precipitation-filtering " It is difficult to reach re-injection requirement, is not suitable for offshore oilfield sewage disposal;
Second Problem, the processing of sludge is a key issue, should can quick separating sludge meet again sludge take off Water rate is less than 80%;
3rd problem, oily waste water treatment will be met in being recovered the oil at deep-sea《Clastic rock reservoir water water quality fertilizer index》 A1 standards, this is a problem;So, the requirement to filter is very high, the patent of invention that the applicant's journey is neutralized《Pressure Compact form automatically forms density gradient fibre fabric block deep filter》(application) solves this problem, fibre fabric block filter Primary filter processing is superimposed with depth-type filtration processing, connected, designs integral, a simple and direct wastewater reusing treatment is created New technology, the appearance of fibre fabric block filter substantially reduces technological process, improves filtering accuracy.
" oil-polluted water and the integrated skid mounted equipment of sludge resource processing " (ZL 2,012 1 that the applicant's journey is neutralized 0145000.1) made technical to probe into and put into practice for deep-sea oil recovery treatment.
Three big technical supports solve above-mentioned three major issues:Efficient flocculant and automatic medicine adding apparatus module, sludge solid-liquid Fast separation device module and fibre fabric block high-precision filter apparatus module.
Oilfield sewage and the integrated skid mounted equipment of recycling sludge processing are i.e. by this three big module composition:Automatic medicine adding apparatus Module, sludge solid-liquid fast separation device module, high-accuracy high-efficiency filter for installation module, three big module devices concentrate design to exist In one skid, integrate oxidation-dosing-coagulation-sedimentation-sludge dehydrating and drying-fine filtering.Last oil removing Efficiency can reach 100%, and oil removal efficiency reaches 100%, realize sewage disposal high efficiency, densification, integration, from Dynamicization, standardization and standardization.
In summary, oil-polluted water and the integrated skid mounted equipment of recycling sludge processing are us for deep-sea oil extraction-generated waste water The preliminary result probed into practice for the treatment of technology, is also the basis being pushed further into.
It is well known that deep-sea, which is recovered the oil, has many particular/special requirements, its sewage disposal technology also accordingly has more limits System.From the point of view of most basic necessary condition, it is required:
1st, the short floor space of process route is small;
2nd, the wide precision of water quality treatment scope is high.
Therefore, the utility model tightly clasps these key points, thinks deeply, probes into, puts into practice, obtain it is theoretic lifting, Accumulation in technical breakthrough, practice, oil-polluted water and the integrated skid mounted equipment of recycling sludge processing have embodied me Original intention, tentatively realize above-mentioned target.
To make the development of offshore oil production health, sustainable development, one is offshore oil production sewage disposal the problem of very important Technology and equipment it is supporting.In short, being exactly break-through skill difficult point, configuration of superiorities, comprehensive utilization is built an adaptation deep-sea and adopted The sewage disposal vessel of oil environment, this when being convenient and feasible now important channel and mode, this also by be this patent research Target.
Specifically, this equipment includes hull, on hull, from the beginning to the end, is disposed with foul water tank, wastewater influent Pump, ozone generator device, hydrogen peroxide chemicals dosing plant, gas-liquid static mixer, ozone reactor pipe network, elevator pump, it is automatic plus Medicine device, solid-liquid static mixer, 1# flow tank 2# flow tanks K, filter pump, fibre fabric block high-precision filter, folded spiral shell sludge Dewaterer, dewatered sludge baling press, backwash water tank, re-injection pump, reverse osmosis unit and drink water tank;
Its annexation is:The outlet of foul water tank and the import connection of wastewater influent pump, the outlet of wastewater influent pump, ozone The entrance of the outlet of generating apparatus and the outlet of hydrogen peroxide chemicals dosing plant respectively with gas-liquid static mixer is connected, and gas-liquid is static Outlet, ozone reactor pipe network and the elevator pump of blender are sequentially connected, the outlet of elevator pump and the outlet of automatic medicine adding apparatus The entrance with solid-liquid static mixer is connected respectively, the outlet of solid-liquid static mixer respectively with 1# flow tanks and 2# flow tanks Entrance is connected, and the entrance of the delivery port of 1# flow tanks and 2# flow tanks, filter pump and fibre fabric block high-precision filter connects successively Connect, the outlet of fibre fabric block high-precision filter and the entrance connection of backwash water tank;The mud extraction of 1# flow tanks and 2# flow tanks Mouth, spiral sludge dewatering machine and dewatered sludge baling press are sequentially connected;Backwash water tank, re-injection pump, reverse osmosis unit and drink Water tank is sequentially connected.
The utility model has following advantages and good effect:
1st, technique is simple, only two-stage;
2nd, one-level top three-level, floor space is small;
3rd, processing accuracy is high, and water after filter can directly re-injection.
Suitable for deep-sea oil recovery treatment.
Brief description of the drawings
Fig. 1 is the structural representation of this equipment, and Fig. 2 is the process chart of this method;
In Fig. 1,2:
CT-hull;
A-foul water tank;B-wastewater influent pump;C-ozone generator device;
D-hydrogen peroxide chemicals dosing plant;E-gas-liquid static mixer;F-ozone reactor pipe network;
G-elevator pump;H-automatic medicine adding apparatus;I-solid-liquid static mixer;
J -1# flow tanks;K -2# flow tanks;L-filter pump;
M-fibre fabric block high-precision filter;N-spiral sludge dewatering machine;O-dewatered sludge baling press;
P-backwash water tank;Q-re-injection pump;R-reverse osmosis unit;S-drink water tank.
Fig. 3 is the structural representation of automatic medicine adding apparatus,
H-1-hopper,
H-2-spiral conveying mechanism,
H-3-venturi accelerator;
Fig. 4 is the structural representation of ozone reactor pipe network;
10-transverse pipe,
11st, 12 ... 18-the 1,2 ... 8 transverse pipes;
20-longitudinal pipe,
21st, 22-left and right longitudinal pipe;
30-plug,
31st, 32 ... 35-the 1,2 ... 5 plugs;
40-conduit bridge,
41st, 42 ... 46-the 1,2 ... 6 conduit bridges;
50-static mixer,
51st, 52-the 1,2 static mixers.
A-import;B-outlet.
Fig. 5 is the structural representation of fibre fabric block high-precision filter;
Fig. 6 is the structural representation of upper cover device;
Fig. 7 .1 are the structural representations of low head device;
Fig. 7 .2 are the structural representations of conical inner bag;
Fig. 7 .3 are the structural representations of rigid support seat;
Fig. 8 is the structural representation of low head device;
Fig. 9 is the structural representation of agitating shaft;
Figure 10 is the explanation figure to form density gradient.
In Fig. 5-10:
100-upper cover device,
101-upper fixed screen deck, 102-upper manhole,
103-backwashing water outlet(discharge) flange, 104-agitating shaft sealing shroud,
105-water after filter outlet(discharge) flange, 106-upper cover;
200-barrel device,
201-cone inner bag, 202-centre manhole, 203-visor,
220-rigid support seat,
221-activity bloom,
222-small cylinder flange, 223-small box flange, 224-lower web plate is gone up,
225-cylinder reinforcing plate, 226-preceding inlet nozzle, 227-oil nozzle is retreated,
228-connecting screw rod, 229-small hydraulic stem, 210-cylinder.
300-low head device,
301-lower active sieve plate, 302-supporting steel pipe,
303-supporting steel pipe large flange, 304-sewage draining exit flange,
305-hydraulic cylinder large flange, 306-water inlet flange,
307-hydraulic cylinder, 308-low head;
400-stirring shaft device,
401-stirring reductor, 402-empty set matrix movable joint,
403-convex movable joint, 404-axle collar,
405-small flat key, 406-sieve plate flange,
407-blade flat key, 408-Hafu-type stirrer paddle,
409-agitating shaft;
500-fibre fabric block;
600-steel tube frame.
Embodiment
First, equipment
1st, it is overall
Such as Fig. 1, this equipment includes hull CT, on hull CT, from the beginning to the end, is disposed with foul water tank A, wastewater influent Pump B, ozone generator device C, hydrogen peroxide chemicals dosing plant D, gas-liquid static mixer E, ozone reactor pipe network F, elevator pump G, Automatic medicine adding apparatus H, solid-liquid static mixer I, 1# flow tank J, 2# flow tank K, filter pump L, fibre fabric block high-precision filtration Device M, spiral sludge dewatering machine N, dewatered sludge baling press O, backwash water tank P, re-injection pump Q, reverse osmosis unit R and drink water tank S;
Its annexation is:
Foul water tank A outlet and wastewater influent pump B import connection, wastewater influent pump B outlet, ozone generator device The entrance of C outlet and hydrogen peroxide chemicals dosing plant D outlet respectively with gas-liquid static mixer E is connected, gas-liquid static mixer E Outlet, ozone reactor pipe network F and elevator pump G be sequentially connected, elevator pump G outlet and automatic medicine adding apparatus H outlet point Entrance not with solid-liquid static mixer I is connected, solid-liquid static mixer I outlet respectively with 1# flow tank J and 2# flow tanks K Entrance connection, the entrance of 1# flow tank J and 2# flow tanks K delivery port, filter pump L and fibre fabric block high-precision filter M It is sequentially connected, fibre fabric block high-precision filter M outlet and backwash water tank P entrance connection;1# flow tanks J and 2# are settled Case K mud mouth, spiral sludge dewatering machine N and dewatered sludge baling press O is sequentially connected;It is backwash water tank P, re-injection pump Q, anti- Permeability apparatus R and drink water tank S and be sequentially connected.
2nd, functional device
1) hull CT
It is long:100m;It is wide:20m;It is deep:12m;
On hull CT, other functional devices of this equipment are provided with.
2) automatic medicine adding apparatus H
As Fig. 3, hopper H-1, the spiral conveying mechanism H-2 and venturi that automatic medicine adding apparatus H includes being sequentially connected accelerate Device H-3;
Automatic medicine adding apparatus H is that flocculant is automatically drawn into pipe, is mixed with sewage.
3) ozone reactor pipe network F
(1) it is overall
Such as Fig. 4, ozone oxidation reaction device pipe network is mixed by transverse pipe 10, longitudinal pipe 20, plug 30, conduit bridge 40 and static state Clutch 50 is constituted;
Its annexation is:
The many uniform parallel of transverse pipe 10 arrangements, longitudinal pipe 20 is arranged on the two ends of transverse pipe 10, two of transverse pipe 10 In the pipeline for being entirely insertable longitudinal pipe 20, plug 30 is set respectively in the pipeline of longitudinal pipe 20, in preceding 2 pipes of transverse pipe 10 Static mixer 50 is additionally provided with road.
Specifically:
Transverse pipe 10 includes the 1st, 2,3,4,5,6,7,8 transverse pipes 11,12,13,14,15,16,17,18, uniform parallel Arrangement;
Longitudinal pipe 20 includes left and right longitudinal pipe 21,22, is arranged on the two ends of transverse pipe 10, and two of transverse pipe 10 is whole In the pipeline for inserting longitudinal pipe 20, the 1st, 2 ... 5 plugs 31,32 ... 35 are respectively arranged with the pipeline of longitudinal pipe 20, The 1st, 2 transverse pipes 11,12 in transverse pipe 10 are additionally provided with the 1st, 2 static mixers 51,52.
(2) functional part
* transverse pipe 10
Transverse pipe 1 is a kind of long tube, including the 1st, 2 ... N transverse pipes 11,12 ... 1N.
It is the passage of ozone.
It is to be formed by some PVC plastic Tube formations, parameter the entering by system such as total length of diameter, the pipeline of its pipeline Water and the concentration of sewage are determined.
* longitudinal pipe 20
Longitudinal pipe 20 is a kind of long tube, including left and right longitudinal pipe 21,22.
It is the passage of ozone.
* plug 30
Plug 30 is the internal diameter adaptation of a kind of short cylindrical, its external diameter and longitudinal pipe 20;
Turn to the passage of ozone.
* conduit bridge 40
Conduit bridge 40 is the external diameter adaptation of a kind of short cylinder, its external diameter and transverse pipe 10, and its internal diameter is smaller;
Make the passage stenosis of ozone.
* static mixer 50
Static mixer 50 is to enable the well-mixed special equipment of gas, liquid, solid, and fluid once enters static mixer 50 Automatically the purpose of mixing will be rotated up in pipeline.
The working mechanism of pipe network
High-level oxidation technology refer to oxidability exceed all common oxidants or oxidizing potential close to or up hydroxyl from By base-OH levels, serial radical chain reaction can be carried out with organic pollution, so as to destroy its structure, is gradually degraded as it The organic matter of harmless low molecule amount, is finally degraded to CO2、H2O and other mineral salts technology.
Ozone (O3) super oxygen is also known as, it is oxygen (O2) allotrope, at normal temperatures, it is that one kind has off-odor Light blue gas.Ozone is mainly distributed in the Sudden warming in stratosphere of 10~50km height, and maximum is in 20~30km height Between.At normal temperatures and pressures, less stable, can voluntarily be decomposed into oxygen.Ozone has the taste of green grass, and suction is a small amount of to human body Beneficial, suction is excessive certain harm to health.With the extremely strong hydroxyl radical free radical of high oxidizing potential and oxidability- OH, although hydroxyl radical free radical-OH existence times are extremely short (to be less than 10-4Second), but it can consumingly oxidative degradation organic pollution, it is fast The COD and colourity of the low waste water of prompt drop.All generation hydroxyl radical free radical-OH and the wastewater processing technology that oxidative degradation is carried out by it It is referred to as high-level oxidation technology in the world.
The general of nascent state is produced in course of reaction and all carries positive charge, with extremely strong surface-active and adsorption capacity, It can effectively adsorb, raw co-precipitation be wrapped up not by the various pollutants of hydroxyl radical free radical-OH oxidative degradations, so as to further remove Go COD, the colourity of waste water.
Ozone is widely used in drinking water treatment in relatively advanced countries and regions, given up as strong oxidizer, disinfectant Water process and other side.Its treatment efficiency is many, can obtain volume while desired processing intent is reached Outer beneficial treatment effect.It can effectively inactivate various bacteriums and virus in processed water, have decolouring, deodorization, go Taste, the effect of improving the sensory properties of processed water can degradation of organic substances and the elimination various THM parent things relevant with canceration; The index such as BOD, COD, TOC and turbidity in various heavy metal ion, reduction water can be removed.
4) fibre fabric block high-precision filter
(1) it is overall
Such as Fig. 5, this filter is by upper cover device 100, barrel device 200, low head 300, agitating shaft 400, fiber cloth Block 500 and steel tube frame 600 are constituted;
It is whole that upper cover device 100, barrel device 200, low head 300 and steel tube frame 600 are sequentially connected composition one Body, is provided with agitating shaft 400 and fibre fabric block 500 in barrel device 200.
(2) functional device
* upper cover device 100
Such as Fig. 6, upper cover device 100 includes upper fixed screen deck 101, upper manhole 102, backwashing water outlet(discharge) flange 103, stirred Mix sealing set 104, water after filter outlet(discharge) flange 105 and upper cover 106;
Fixed screen deck 101 is connected with below upper cover 106, the periphery of upper cover 106 is provided with manhole 102nd, backwashing water outlet(discharge) flange 103 and water after filter outlet(discharge) flange 105, the top in the middle of upper cover 106 are provided with stirring and subtracted Fast machine 401, the bottom in the middle of upper cover 106 is provided with agitating shaft sealing shroud 104;
Upper cover 106 and agitating shaft sealing shroud 104 and fixed screen deck 101 are vertically connected with into an entirety.
* barrel device 200
Such as Fig. 7 .1,7.2, barrel device 200 includes cylinder 210, conical inner bag 201, middle manhole 202, visor 203 With rigid support base device 220;
Its position and annexation are:
Conical inner bag 201 is provided with cylinder 210, the 400- below conical inner bag 201 on cylinder 210 3 points of decile is provided with 3 groups of rigid support base devices 220 on circumference at 500mm, and the centre of cylinder 210 is provided with go-between Hole 202 and visor 203.
Such as Fig. 7 .3, described rigid support base device 220 includes casing 22A, small cylinder 22B, movable bloom 221, small Hydraulic cylinder flange 222, small box flange 223, upper lower web plate 224, cylinder reinforcing plate 225, preceding inlet nozzle 226, retrogressing oil nozzle 227th, connecting screw rod 228 and small hydraulic stem 229;
Its position and annexation are:
The casing 22A left side is provided with small box flange 223, the casing 22A right side is provided with cylinder reinforcing plate 225, casing 22A top and bottom are provided with lower web plate 224, movable bloom 221 is provided with casing 22A;
Small cylinder flange 222 is provided with the right of small cylinder 22B, oil-feed before being provided with small cylinder 22B Mouth 226, retrogressing oil nozzle 227, are provided with small hydraulic stem 229 in small cylinder 22B;
Movable bloom 221 is connected by connecting screw rod 228 and small hydraulic stem 229;
Small cylinder 22B small cylinder flange 222 is connected by screw bolts with casing 22A small box flange 223, so It is formed rigid support base device 220.
Its working mechanism is:
During current 226 oil-feed of inlet nozzle, movable bloom 221 advances and stretches into cylinder 210, and lower active sieve plate 301 is just positioned On movable bloom 221, when hydraulic cylinder 307 needs descending, the oil-feed of oil nozzle 227 is retreated, movable bloom 221 is moved to the left, moved back Go out cylinder 210, the so movable activity of bloom 221 is just very free.
There is three groups of rigid supports seat 220 the middle part of cylinder 210 is provided circumferentially about, it is the lower portable screen of support positioning that it, which is acted on, Plate 301, the setting of barrel device 200 is the maximum bright spot of filter, and the compression of lower active sieve plate 301 is then unclamped, and rigidity Ground is positioned at the descending 400mm of top dead centre, and the another release of this compression has just automatically formed the density gradient of design.
* low head device 300
Such as Fig. 8, low head device 300 includes lower active sieve plate 301, supporting steel pipe 302, supporting steel pipe large flange 303, row Dirty mouth flange 304, hydraulic cylinder large flange 305, water inlet flange 306, hydraulic cylinder 307 and low head 308;
Its position and annexation are:
The left side of low head 308 is provided with water inlet flange 306, the right of low head 308 is provided with sewage draining exit flange 304, lower active sieve plate 301 is provided with the top of low head, the top in the middle of lower active sieve plate 301 is provided with sieve plate flange 406, it is big that the bottom in the middle of lower active sieve plate 301 is connected with supporting steel pipe 302, supporting steel pipe large flange 303, hydraulic cylinder in turn Flange 305 and hydraulic cylinder 307.
* shaft device 400 is stirred
Such as Fig. 9, stirring shaft device 400 include stirring reductor 401, empty set matrix movable joint 402, convex cross movable joint 403, Axle collar 404, small flat key 405, sieve plate flange 406, blade flat key 407, Hafu-type stirrer paddle 408 and agitating shaft 409;
Its position and annexation are:
The upper end of agitating shaft 409 passes through agitating shaft sealing shroud 104 and stirs the empty set matrix movable joint 402 of reductor 401, The upper end of empty set matrix movable joint 402 and the clutch connection of convex movable joint 403;
Convex movable joint 403 and agitating shaft 409 are connected by flat key 405, and the fixation of convex movable joint 403 has agitating shaft by down 409 seam and above there is axle collar 404 and pin;
The moment of torsion transmission of Hafu-type stirrer paddle 408 and agitating shaft 409 is fixed using blade flat key 407, Hafu-type stirring Blade 408 is to be connected by screw bolts, and the bottom of agitating shaft 409 is connected with lower active sieve plate 301 is:The lower end of agitating shaft 409 There is a groove, Hough copper coin flange 405 is embedded, then, then spiral shell is used with the flange 406 that is welded on lower active sieve plate 301 Tether and connect.
* fibre fabric block 500
Fibre fabric block 500 is shown in Cheng Zhonghe patent of invention " deep fabric filter for recycle of sewage " (ZL 2,004 1 0012642.X) with " device for desalination treating sea water with fibre cloth block " (ZL 2,005 1 0019891.6)
People always search for one kind be not afraid of oil, intensity it is high, can wear-resisting, corrosion-resistant, acid and alkali-resistance, chemical stability it is good, resistance to It is hot, not mould, do not eat into, can backwash and regeneration and in its structure contain hydrophilic strong hydroxyl, in other words water imbibition will spy Strong filtrate.People have found for an infinity, have also looked for many filtrates, but all undesirable.Even to this day, the utility model people looks for To and have developed a kind of new filtrate --- fibre fabric block 500, this new fiber filtering, intensity is high, can backwash and regeneration, Service life is long.The material of new filtrate is formed by acrylic fibers plus tencel (Tencel) blending, then, is spun into this blend fibre Rove, yarn, which are twisted line, line and are made into cloth, cloth, is seamed into block, and which forms a kind of new filtrate --- fibre fabric block filtrate.This filter Not only intensity is high for material, and elasticity is good.Because elasticity is good, density increase during compression, filtering accuracy is high;Space increases during release, Suspension, particle inside plant are easily washable totally in the presence of its mechanical centrifugal power
* steel tube frame 600
Steel tube frame 600 is the supporter of this filter.
5) other functional devices are conventional devices, and valve added in equipment etc. is not necessary to repeat.
(3) operation principle
It is in existing Fine Filtration Technology to use filter core more, filtered in particular by micropore filter element.
But filter core of the prior art, in the presence of can not backwash and regeneration and to inflow requirement very high deficiency.
This filter can provide the One function of static pressure using the piston of big hydraulic cylinder 307, to the fibre in cylinder 210 Dimension cloth 500 is effectively compressed, and fibre fabric block 500 is randomly formed three-dimensional micropore structure, the edge filter of dimension hole aperture in space Liquid flows to distribution gradient, integrates surface, deep layer and fine filtering, can retain the impurity of different-grain diameter, filter area it (0.1~1000 μm) is that other any filters are incomparable greatly.
The maximum feature of in-depth filtration should have the filter gradient of certain depth, and filter gradient depends on density gradient. Under conditions of anti-filter (from the bottom to top filter), people by it is thick, carefully arrange from bottom to up, bottom is most thick, loose, and top is most thin, close, Such arrangement people are referred to as preferable density gradient.As long as however, a backwash, this artificial arrangement will immediately by Break.
The density gradient of this filter is automatically formed:
Automatically forming for the density gradient of filter is a problem, because it is close to need backwash to break this after 24h Spend gradient.The utility model overcomes this problem, devises and automatically forms density gradient.
For example it is illustrated:
There are many automobiles to wait traffic lights at the parting of the ways, during green light, automobile is cleared, first automobile is gone over, and is connect Second automobile to go over, then the 3rd automobile, which is also pass by ... has above left very big space, but Below the eight, the 9th, particularly the tenth automobile one dynamic all do not move but.This phenomenon is all it is clear that this practicality now It is new to be described to automatically form density gradient with this phenomenon, see Fig. 6.
Figure 10 left figure mark cylinder 210 is a diameter of:Ф1200mm;
Floor space:1m2 (about);
The height of conical inner bag 201:800mm.
The first step:The filling 320kg fibre fabric blocks 500 in cylinder 210, hydraulic cylinder 307 rises to top dead centre.
Explanation:
The averag density of fibre fabric block 500 in a, now conical inner bag 201:400kg/m3;
B, the top of conical inner bag 201 weld together with upper fixed screen deck 101, then the conical top of inner bag 201 Part fibre fabric block 500 (about 200mm height) will rigid contact deformation, that is to say, that this few fibers cloth 500 without elasticity, can tightly docile at the top of conical inner bag 201.
C, this few fibers cloth 500 of the conical top of inner bag 201:400kg/m3×1m2× 0.2m=80Kg;
D, 320kg-80kg=240kg
Second step:Hydraulic system is closed, that opens hydraulic cylinder 307 enters delivery valve door, allows the Automatic-descending of hydraulic cylinder 307, this When 221 pieces of the movable steel of 3 groups of rigid supports seat 220 is put in into the body of cylinder 210, when hydraulic cylinder 307 comes downwards to rigid support seat 220 When will stop here, seeing Fig. 6 middle graphs.
Explanation:
A, the descending 400mm of hydraulic cylinder 307, then the volume of conical inner bag 201 will become big: 1m2× 1.2m=1.2m3
B, this few fibers cloth 500 of the conical top of inner bag 201:The density of this few fibers cloth 500 is greater than 400kg's, be highly 200mm, and tightly docile will not be moved at the conical top of inner bag 201;
C, so, when hydraulic cylinder 307 is descending, the height 1200mm- for the fibre fabric block 500 that can rebound mobile 200mm=1000mm, about 320Kg-80Kg=240Kg;
D, when hydraulic cylinder 307 is descending, it is fastest, be released maximum fibre fabric block 500 should be exactly to lean on The part fibre fabric block 500 of nearly active sieve plate, the fibre fabric block 500 of other parts will see the fibre fabric block 500 of lower floor Action, lowermost fibre cloth 500 moves, and they just have an opportunity to move, due to naturally lower being moved by the bounce of fibre fabric block 500 (very regular dynamic).When balanceExactly the internal descending deformation extent with fibre fabric block 500 offsets.
E, the averag density in the body of fibre fabric block 500 of the filtering of 1000mm height:240 ÷ 1=240kg
3rd step:See Figure 10 right figure
Rule according to above-mentioned loosening is calculated
A, height:1000mm, density:240kg/m3
B, the density of part fibre fabric block 500 close to active sieve plate:240kg/m3÷ 2=120kg/m3
C, the density from this few fibers cloth 500 at the top 200mm of conical inner bag 201:240 kg/m3+ 120kg/m3=360kg/m3
Material is thus formed density gradient.There is density gradient, filter gradient could be realized, this is the spy of in-depth filtration Point.
In-depth filtration is the process filtered using filter medium internal clearance, and suspended particulate is less than the hole of filter medium Gap, thus particle can enter people it is longer and bend hole and be trapped, this process is characterized in that filtration was resulted from Filter medium layer is internal, while each hole has the possibility of the trapped particles from the suspension for flowing through it.
2nd, method
, can be with substantial amounts of oil-polluted water when deep-sea is recovered the oil, these oil-polluted waters must be handled in time, qualified after processing Water also wants re-injection after re-injection deepwater oilfield, produced water treatment to be to ensure oil field research and development and mitigate one of environmental pollution Important channel.
Such as Fig. 2, this method comprises the following steps:
1. when sewage pump is opened, sewage will enter in pipe, and at this moment the ozone in ozone generator device C can be inhaled into In pipeline, hydrogen peroxide chemicals dosing plant D hydrogen peroxide can also can enter in pipeline in proportion, now, ozone, hydrogen peroxide, containing greasy dirt Water is mixed into gas-liquid static mixer E simultaneously;
2. mixing water carries out effective, sufficiently oxidation in ozone reactor pipe network F, led to through ozone reactor pipe network F Peroxidating improves the degradability and decomposability of pollutant, while it is poisonous and hazardous to handle persistent organism, hormone etc. Chemical substance, can decompose most organic, the organic matter in sewage can be converted to carbon dioxide, water and small molecule Compound, so as to realize good water quality discharge;
3. in the presence of elevator pump G, oxidation sewage enters through the venturi accelerator H-3 below automatic medicine adding apparatus H again Enter solid-liquid static mixer I, when oxidation sewage flows through venturi H-3, negative pressure can be produced at venturi H-3, by solid powder (specially With flocculant) from hopper H-1, under screw mechanism H-2 promotion, be inhaled into pipe and in solid-liquid static mixer I with Sewage mixing is aoxidized, here, the effect of Special flocculant is exactly to adsorb the sump oil in oil-polluted water;
4. Open valve B fills oil-containing into 1# flow tanks J, 1# flow tank J after oxidation sewage is mixed through Special flocculant After sewage, Open valve C simultaneously closes valve B, and elevator pump G is to 2# flow tank K water fillings (this two tanks alternate run);
5. when 1# flow tanks J fill oxidation sewage after static 15min clocks, in this static 15min clock, Special flocculant Oil and suspension absorption in vivo and are sunk into bottom at it (in cone);
6. subsidence stage is entered, after sedimentation is finished, oily sludge can be deposited in tank base, now, and a point two lines are entered OK, a route is:After 15min clocks, supernatant is taken, Open valve D, H and K start filter pump L, closely filtered, through fibre Reinjection standard is fully achieved in its precision of the water after filter of dimension cloth high-precision filter M filterings;(detailed filter process is shown in that invention is special Profit, 0144989.4) another route is " compression type high precision fiber ball high efficiency particulate air filter " patent No. 2,012 1:Tank base Oily sludge is sent to spiral sludge dewatering machine N and carries out sludge dewatering;(detailed sludge dehydration process is shown in patent of invention, " contains greasy dirt Mud dewatering processing device and its method " patent No. ZL 2,013 1 is 0493396.3)
7. the water after being filtered through fibre fabric block high-precision filter M, oil content is almost nil, and this filter water can directly re-injection Enter deepwater oilfield or be discharged into sea;
8. when staff needs slurry, backwash water tank P water is can use, it is necessary to during drinking water, it is desirable to drink water tank S Water, drinking water is the Open valve N in the presence of re-injection pump Q, through reverse osmosis unit R filter, in water tank S is drunk store.

Claims (4)

1. a kind of equipment of deep-sea oil extraction-generated waste water Treatment of Sludge, it is characterised in that:
Including hull (CT), on hull (CT), from the beginning to the end, foul water tank (A), wastewater influent pump (B), ozone are disposed with Generating apparatus (C), hydrogen peroxide chemicals dosing plant (D), gas-liquid static mixer (E), ozone reactor pipe network (F), elevator pump (G), automatic medicine adding apparatus (H), solid-liquid static mixer (I), 1# flow tanks (J), 2# flow tanks (K), filter pump (L), fiber Cloth high-precision filter (M), spiral sludge dewatering machine (N), dewatered sludge baling press (O), backwash water tank (P), re-injection pump (Q), reverse osmosis unit (R) and water tank (S) is drunk;
Its annexation is:The outlet of foul water tank (A) and the import connection of wastewater influent pump (B), wastewater influent pump (B's) goes out Mouthful, the outlet of ozone generator device (C) and the outlet of hydrogen peroxide chemicals dosing plant (D) respectively with gas-liquid static mixer (E) Entrance is connected, and outlet, ozone reactor pipe network (F) and the elevator pump (G) of gas-liquid static mixer (E) are sequentially connected, elevator pump (G) the entrance of outlet and the outlet of automatic medicine adding apparatus (H) respectively with solid-liquid static mixer (I) is connected, and solid-liquid static state is mixed Entrance of the outlet of clutch (I) respectively with 1# flow tanks (J) and 2# flow tanks (K) is connected, 1# flow tanks (J) and 2# flow tanks (K) entrance of delivery port, filter pump (L) and fibre fabric block high-precision filter (M) is sequentially connected, and fibre fabric block is high-precision to spend The outlet of filter (M) and the entrance connection of backwash water tank (P);The mud mouth of 1# flow tanks (J) and 2# flow tanks (K), folded spiral shell Sludge dewatering equipment (N) and dewatered sludge baling press (O) are sequentially connected;Backwash water tank (P), re-injection pump (Q), reverse osmosis unit (R) and drink water tank (S) and be sequentially connected.
2. the equipment of the deep-sea oil extraction-generated waste water Treatment of Sludge as described in claim 1, it is characterised in that:
Hopper (H-1), spiral conveying mechanism (H-2) and the venturi that described automatic medicine adding apparatus (H) includes being sequentially connected add Fast device (H-3).
3. the equipment of the deep-sea oil extraction-generated waste water Treatment of Sludge as described in claim 1, it is characterised in that:
Described ozone oxidation reaction device pipe network is by transverse pipe (10), longitudinal pipe (20), plug (30), conduit bridge (40) and static state Blender (50) is constituted;Many transverse pipe (10) uniform parallel arrangements, longitudinal pipe (20) is arranged on the two ends of transverse pipe (10), horizontal It is entirely insertable to two of pipe (10) in the pipeline of longitudinal pipe (20), plug is set respectively in the pipeline of longitudinal pipe (20) (30), it is additionally provided with static mixer (50) in preceding 2 pipelines of transverse pipe (10).
4. the equipment of the deep-sea oil extraction-generated waste water Treatment of Sludge as described in claim 1, it is characterised in that:
Described fibre fabric block high-precision filter (M) by upper cover device (100), barrel device (200), low head (300), Agitating shaft (400), fibre fabric block (500) and steel tube frame (600) composition;
Upper cover device (100), barrel device (200), low head device (300) and steel tube frame (600) are sequentially connected group Into an entirety, agitating shaft (400) and fibre fabric block (500) are provided with barrel device (200);
Upper cover device (100) includes upper fixed screen deck (101), upper manhole (102), backwashing water outlet(discharge) flange (103), stirring Sealing set (104), water after filter outlet(discharge) flange (105) and upper cover (106);
Upper fixed screen deck (101) is connected with below upper cover (106), the periphery of upper cover (106) is provided with upper manhole (102), backwashing water outlet(discharge) flange (103) and water after filter outlet(discharge) flange (105), the top in the middle of upper cover (106) are set There is stirring reductor (401), the bottom in the middle of upper cover (106) is provided with agitating shaft sealing shroud (104);
Upper cover (106) and agitating shaft sealing shroud (104) and fixed screen deck (101) are vertically connected with into an entirety;
Barrel device (200) includes cylinder (210), conical inner bag (201), middle manhole (202), visor (203) and rigidity Support base device (220);Conical inner bag (201) is provided with cylinder (210), the conical inner bag on cylinder (210) (201) 3 points of decile is provided with 3 groups of rigid support base devices (220) on the circumference at 400-500mm below, in cylinder (210) centre is provided with middle manhole (202) and visor (203);
Described rigid support base device (220) includes casing (22A), small cylinder (22B), movable bloom (221), small hydraulic pressure Cylinder flange (222), small box flange (223), upper lower web plate (224), cylinder reinforcing plate (225), preceding inlet nozzle (226), retrogressing Oil nozzle (227), connecting screw rod (228) and small hydraulic stem (229);The left side of casing (22A) is provided with small box flange (223) right side of casing (22A), is provided with cylinder reinforcing plate (225), be provided with the top and bottom of casing (22A) above and below muscle Plate (224), movable bloom (221) is provided with casing (22A);Small cylinder is provided with the right of small cylinder (22B) Flange (222), preceding inlet nozzle (226) is provided with small cylinder (22B), oil nozzle (227) is retreated, at small cylinder (22B) Inside it is provided with small hydraulic stem (229);Movable bloom (221) is connected by connecting screw rod (228) and small hydraulic stem (229);
The small cylinder flange (222) of small cylinder (22B) is connected by screw bolts with the small box flange (223) of casing (22A), Material is thus formed rigid support base device (220);
Low head device (300) includes lower active sieve plate (301), supporting steel pipe (302), supporting steel pipe large flange (303), blowdown Mouth flange (304), hydraulic cylinder large flange (305), water inlet flange (306), hydraulic cylinder (307) and low head (308);In lower envelope Head (308) left side is provided with water inlet flange (306), sewage draining exit flange (304) is provided with the right of low head (308), under The top of end socket (308) is provided with lower active sieve plate (301), and the top in the middle of lower active sieve plate (301) is provided with sieve plate method Blue (406), the bottom in the middle of lower active sieve plate (301) is connected with supporting steel pipe (302), supporting steel pipe large flange in turn (303), hydraulic cylinder large flange (305) and hydraulic cylinder (307);
Stirring shaft device (400) includes stirring reductor (401), empty set matrix movable joint (402), convex cross movable joint (403), axle With collar (404), small flat key (405), sieve plate flange (406), blade flat key (407), Hafu-type stirrer paddle (408) and stirring Axle (409);The upper end of agitating shaft (409) passes through the empty set matrix movable joint of agitating shaft sealing shroud (104) and stirring reductor (401) (402), the upper end of empty set matrix movable joint (402) and convex movable joint (403) clutch connection;Convex movable joint (403) and agitating shaft (409) connected by flat key (405), the fixation of convex movable joint (403) has the seam of agitating shaft (409) by down and above has axle card Enclose (404) and pin;The moment of torsion transmission of Hafu-type stirrer paddle (408) and agitating shaft (409) is solid using blade flat key (407) Fixed, Hafu-type stirrer paddle (408) is to be connected by screw bolts, and the bottom of agitating shaft (409) is connected with lower active sieve plate (301) It is:There is a groove lower end of agitating shaft (409), and Hough copper coin flange (405) is embedded, then, then with being welded on lower activity The flange (406) of sieve plate (301) is connected by screw bolts.
CN201621286032.3U 2016-11-28 2016-11-28 A kind of equipment of deep-sea oil extraction-generated waste water Treatment of Sludge Expired - Fee Related CN206590983U (en)

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Application Number Priority Date Filing Date Title
CN201621286032.3U CN206590983U (en) 2016-11-28 2016-11-28 A kind of equipment of deep-sea oil extraction-generated waste water Treatment of Sludge

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106396194A (en) * 2016-11-28 2017-02-15 程中和 Equipment for deep-sea oil production wastewater and sludge treatment
CN111533358A (en) * 2020-06-11 2020-08-14 海南儋州雅惠科技有限公司 Skid-mounted combined gas field produced water treatment device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106396194A (en) * 2016-11-28 2017-02-15 程中和 Equipment for deep-sea oil production wastewater and sludge treatment
CN111533358A (en) * 2020-06-11 2020-08-14 海南儋州雅惠科技有限公司 Skid-mounted combined gas field produced water treatment device

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