CN215137162U - Mud-water separation system - Google Patents

Abstract

The utility model discloses a mud-water separation system, include: the mud-water recovery tank is used for recovering mud water in the sand washing system, the mud-water recovery tank is a cement tank which is arranged at the bottom of the ground and protrudes out of the ground, and the recovery pipe is wrapped in the wall of the mud-water recovery tank which protrudes out of the ground; a medicine tank; the sedimentation tank is connected with the mud water recovery tank and the medicine tank to realize mud-water separation; the mud press is connected with the settling tank; the fine sand recycling pipe is communicated with the fine sand recycling machine of the mud water recycling tank and the sand washing system, and the mud water recycling tank is connected with the fine sand recycling machine through the recycling pipe. Through the utility model discloses the scheme, the muddy water of retrieving in the follow sand washing system gets into the gunbarrel again after deposiing in the muddy water recovery pond, can all retrieve muddy water in the equipment at different levels of sand washing system like this, improves the muddy water rate of recovery to improve the rate of recovery of mud.

Description

Mud-water separation system

Technical Field

The utility model relates to a silt particle separation technical field especially relates to a mud-water separation system.

Background

When the construction of projects such as hospitals and the like is carried out, the flat earth and stone excavation amount of an earth and stone outward transport project field can reach about 157 ten thousand squares, the earth and stone excavation amount is huge, and the main component is silt. In order to realize the reduction, reutilization and resource utilization of the silt, silt separation treatment is usually carried out on the silt, the silt is separated into silt and sand by a silt separation system, pure silt is transported outside, the sand is recycled as a resource, the washed coarse sand is used for spraying and anchoring a supporting structure, and graded sand is transported to a stirring station to be made into pre-mixed mortar for masonry, plastering and decoration of projects such as drainage and the like, so that the recycling of resources is realized, and the environment is protected. How to improve the recovery rate of mud in the silt and sand, one of the technical problems to be solved.

SUMMERY OF THE UTILITY MODEL

The utility model discloses a mud-water separation system for among the solution prior art, how improve the problem of the rate of recovery of mud.

In order to solve the above problem, the utility model adopts the following technical scheme:

provided is a sludge-water separation system including:

the mud-water recovery tank recovers mud water in the sand washing system through a recovery pipe, the mud-water recovery tank is a cement tank which is arranged at the bottom of the ground and protrudes out of the ground, and the recovery pipe is wrapped in the wall of the mud-water recovery tank which protrudes out of the ground;

the medicine tank is used for storing liquid medicine;

the sedimentation tank is respectively connected with the mud water recovery tank and the medicine tank through pipelines, mud and water are separated by the sedimentation tank, and the pipeline positioned at one end of the mud water recovery tank is arranged in the wall of the mud water recovery tank, which protrudes out of the ground;

the mud pressing machine is connected with the settling tank, receives wet mud of the settling tank and presses the wet mud into dry mud;

the fine sand recycling pipe is communicated with the mud water recycling tank and the fine sand recycling machine of the sand washing system, fine sand in the mud water recycling tank is conveyed to the fine sand recycling machine, the fine sand recycling pipe is arranged in the pool wall protruding out of the ground of the mud water recycling tank, and the mud water recycling tank is connected with the fine sand recycling machine through the recycling pipe.

Optionally, the settling tank is arranged in a water storage tank through a support, the settling tank is communicated with the water storage tank through a water pipe, and the water storage tank recovers clean water in the settling tank through the water pipe.

Optionally, one end of the water pipe connected with the settling tank is arranged at the top of the side wall of the settling tank, and the other end of the water pipe extends into the water storage tank.

Optionally, two settling tanks are arranged in the water storage tank side by side.

Optionally, each settling tank is fixed in the water storage tank by a separate bracket.

Optionally, four sludge pressing machines are arranged, and are all located outside the water storage pool, and the four sludge pressing machines are arranged side by side along a direction perpendicular to the two settling tanks.

Optionally, a canopy is set up above each mud press.

Optionally, the medicinal cupping is equipped with four, four the medicinal cupping sets up one side of mud press, and each the gunbarrel all with four the medicinal cupping intercommunication.

Optionally, one muddy water recovery tank is arranged.

The utility model discloses a technical scheme can reach following beneficial effect:

the mud water recovery tank is arranged, and the mud water recovered from the sand washing system is precipitated in the mud water recovery tank and then enters the precipitation tank, so that the mud water can be recovered from all levels of equipment of the sand washing system, the mud water recovery rate is improved, and the mud recovery rate is improved; the structure is arranged reasonably, a plurality of settling tanks and mud presses are arranged in a limited space, and the mud-water separation efficiency is improved.

Drawings

In order to more clearly illustrate the technical solution of the embodiments of the present invention, the drawings required for the description of the embodiments will be briefly introduced below to form a part of the present invention, and the exemplary embodiments and the description thereof of the present invention explain the present invention and do not form an improper limitation to the present invention. In the drawings:

FIG. 1 is a schematic structural view of a system for separating mud and sand in foundation pit excavation according to the present invention;

fig. 2 is a sectional view of the silt separating mechanism disclosed by the present invention;

FIG. 3 is a schematic view of the arrangement structure of the silt separating mechanism and the trough type sand washer disclosed by the present invention;

fig. 4 is a schematic side structure view of the mud press disclosed by the utility model;

fig. 5 is a front cross-sectional view of the mud press disclosed by the utility model.

Wherein the following reference numerals are specifically included in figures 1-5:

a feeder-1; a sand washing system-2; a mud-water separation system-3; a fine sand conveyer belt-4; a dry mud conveying belt-5; a water storage tank-6; a mud and sand separating mechanism-7; a material pool-21; a hoist-22; a vibrating screen-23; a sand making machine-24; a first wheel sander-25; lap-251; a sand conveyer belt-26; a tank type sand washer-27; a second wheel sander-28; a vibrating dewatering screen-29; a fine sand reclaimer-210; a recovery conveyer belt-211; support column-261; a mud water recovery tank-31; a settling tank-32; a mud press-33; a medicine tank-34; a rain shelter-35; a housing-331; -a drainage mechanism-332; a first water diversion plate-333; a second diversion plate-334; a third diversion plate-335; -336 drain opening; a bottom plate-71; a baffle-72; a discharge port-73; a material distributing slide way-74; total slide-741; a first partial slide-742; a second branch chute-743.

Detailed Description

To make the purpose, technical solution and advantages of the present invention clearer, the following will combine the embodiments of the present invention and the corresponding drawings to clearly and completely describe the technical solution of the present invention. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

As shown in figure 1, the utility model discloses a foundation ditch excavation silt particle separation system includes batcher 1, washing sand system 2, mud-water separation system 3, fine sand conveyer belt 4 and dry mud conveyer belt 5. The sand washing system 2 comprises a material tank 21, a hoisting machine 22, a vibrating screen 23, a sand making machine 24, a first wheel type sand washer 25, a sand and mud conveyor belt 26, a trough type sand washer 27, a second wheel type sand washer 28 and a vibrating dewatering screen 29. The material pool 21 is connected with the feeder 1, the silt that the feeder 1 sieves out directly falls into the material pool 21, the material pool 21 is a cement pool dug on the ground, and clear water is contained, so that the preliminary separation of silt is realized. The hoisting machine 22 is connected with the material pool 21, the silt of the material pool 21 is conveyed to the vibrating screen 23, the vibrating screen 23 screens the silt, the silt with smaller particles enters the first wheel type sand washer 25, the silt is separated by the first wheel type sand washer 25, the silt with larger particles enters the sand making machine 24 through the recovery conveyer belt 211, the silt is crushed by the sand making machine 24 and then enters the material pool 21, and the hoisting machine 22 conveys the silt to the vibrating screen 23. The silt screened out by the first wheel type sand washer 25 is conveyed to a silt conveyer belt 26, the silt conveyer belt 26 conveys the silt to a groove type sand washer 27, the groove type sand washer 27 separates the silt, the groove type sand washer 27 conveys the washed silt to a second wheel type sand washer 28, the second wheel type sand washer 28 conveys the silt to a vibration dewatering screen 29, the vibration dewatering screen 29 dewaters the fine sand, the fine sand is conveyed to a fine sand conveyer belt 4, the fine sand conveyer belt 4 conveys the fine sand to a stacking place, and a fine sand transport vehicle conveys the fine sand to a designated place.

The feeder 1, the material pool 21, the elevator 22, the vibrating screen 23, the first wheel type sand washer 25, the silt conveyer belt 26, the trough type sand washer 27, the second wheel type sand washer 28 and the vibrating dewatering screen 29 form an Jiong-shaped structure. The sand conveyor belt 26 forms the short side of the Jiong-shaped structure. The feeder 1, the material pool 21, the elevator 22, the vibrating screen 23 and the first wheel type sand washer 25 are linearly arranged and located at one end of the lower end of the sand conveying belt 26 to form a long edge of an Jiong-shaped structure. The trough sand washer 27, the second wheel sand washer 28 and the vibrating dewatering screen 29 are arranged in a straight line in sequence, and are positioned at the high end of the sand-mud conveying belt 26 to form the other long edge of the Jiong-shaped structure. The sander 24 and recovery conveyor belt 211 are located within the Jiong-shaped structure, generally on the side of the elevator 22. The fine sand conveyor belt 4 is arranged perpendicular to the vibrating dewatering screen 29, i.e. perpendicular to the long side of the Jiong-shaped structure, and outside the Jiong-shaped structure.

The elevator 22 can be a bucket elevator 22, and comprises two material conveying hoppers located on one side of the material pool 21 and two material conveying grooves located on one side of the first wheel type sand washer 25, wherein the two material conveying grooves are connected with the vibrating screen 23. And be equipped with two first wheeled sand washers 25 side by side, every first wheeled sand washer 25 corresponds with a defeated silo respectively to improve the treatment effeciency of silt particle.

Each first wheel washer 25 is provided with a lap which is placed on the sand conveyor belt 26, the lap is arranged obliquely from the first wheel washer 25 to the sand conveyor belt 26, and the lap 251 is higher at the level of the first wheel washer 25. The sand carried out by the first wheel washer 25 falls through the laps 251 onto the sand conveyor belt 26. So arranged, the first wheel sand washer 25 can be arranged perpendicular to the sand conveyor belt 26 to provide powerful support for the devices arranged in an Jiong-shaped structure. The working principle of the first wheel sand washer 25 is the same as usual and will not be described in detail here.

The two groove-type sand washers 27 are also arranged at the same side of the sand conveyor belt 26, the two groove-type sand washers 27 are arranged side by side, extend along the direction perpendicular to the sand conveyor belt 26 and are arranged in an inclined manner, and are higher at the end far away from the sand conveyor belt 26, i.e. close to the second wheel-type sand washer 28. At this time, a silt separating mechanism 7 is provided below the silt conveyor 26.

As shown in fig. 2, the silt separating mechanism 7 includes a bottom plate 71 and a baffle 72 provided around the bottom plate 71. The bottom plate 71 is arranged below the silt particle conveyer belt 26 and extends along the silt particle conveyer belt 26 in an inclined manner, the bottom plate 71 is higher at the high end of the silt particle conveyer belt 26, and the high end of the bottom plate 71 receives silt particles falling from the silt particle conveyer belt 26. The baffle 72 is provided with two discharge ports 73 at an interval on one side facing the trough type sand washer 27, and one discharge port 73 is respectively corresponding to the upper part of each trough type sand washer 27. The bottom plate 71 is smoothly recessed from a high end to a low end to form a material separating slideway 74, the material separating slideway 74 comprises a total slideway 741 extending from the high end to the front of the high end discharge port 73 (namely, the discharge port close to the high end of the bottom plate 71), a first branch slideway 742 connected with the total slideway 741 and extending to the high end discharge port 73, and a second branch slideway 743 connected with the total slideway 741 and extending to the low end discharge port 73 (namely, the discharge port close to the low end of the bottom plate 71), part of the silt falls to one of the trough type sand washers 27 through the total slideway 741 and the first branch slideway 742, and part of the silt falls to the other trough type sand washer 27 through the total slideway 741 and the second branch slideway 743. So set up, can guarantee to drop to the silt particle volume of slot type sand washer 27 roughly the same from two discharge gates 73 through setting up categorised slide 74, improve the efficiency of each slot type sand washer 27 separation silt particle.

Further, the overall chute 741 is close to the side of the bottom plate 71 where the discharge port 73 is provided, with respect to the other side of the bottom plate 71. The second sub chute 743 is located near a side of the bottom plate 71 where the discharging hole 73 is located, with respect to the other side of the bottom plate 71. The second partial slide 743 is arc-shaped, and the bending direction of the second partial slide 743 is back to the side of the bottom plate 71 where the discharge hole 73 is arranged and faces to the other side of the bottom plate 71. At this time, the baffle 72 between the two discharging holes 73 is arranged at an obtuse angle, that is, the bottom plate 71 and the baffle 72 are arranged at a position of the second branch chute 743 farthest from the other side of the bottom plate 71 at an obtuse angle. So set up, guarantee that the silt particle can roll smoothly to low end discharge gate 73 from second branch slide 743, reduce the risk of piling up the silt particle on bottom plate 71.

The bottom plate 71 is bent at the high end and the sand falls to the bent portion of the bottom plate 71. Perpendicular to the extending direction of the bottom plate 71, the bottom plate 71 is recessed smoothly from the other side (the side far away from the lower discharge port 73) to the lower discharge port 73, and a part of the sand and mud rolls from between the material dividing slide 74 and the baffle 72 on the other side of the bottom plate 71 to the lower discharge port 73. The lower discharge port 73 extends to the baffle 72 abutting against the lower end of the bottom plate 71, and the silt rolling to the lower end of the bottom plate 71 rolls to the lower discharge port 73 along the baffle 72 at the lower end. So set up, the silt particle that drops from silt particle conveyer belt 26 is dispersed, reduces the accumulational risk of silt particle on bottom plate 71, guarantees that the silt particle can drop to slot type sand washer 27 smoothly from silt particle conveyer belt 26.

Furthermore, the silt distributing mechanism 7 can be fixed with the silt conveyer belt 26 and the two groove-type sand washers 27, namely, the lower end of the bottom plate 71 penetrates through the supporting columns 261 of the silt conveyer belt 26 and is fixedly connected with the supporting columns 261, meanwhile, the lower end of the bottom plate 71 is welded on the groove-type sand washer 27, the high end of the bottom plate 71 is connected with the other groove-type sand washer 27 through a connecting rod, and the silt distributing mechanism is simple in structure and low in cost.

As shown in FIG. 3, two spiral sand washing rods 271 are arranged in each trough type sand washer 27, and the spiral sheets 272 of the spiral sand washing rods 271 are staggered along the length direction of the spiral sand washing rods 271. And in the same groove type sand washer 27, the dislocation distance of the spiral sheets of the two spiral sand washing rods 271 is 1-2 cm. The vertical distance of the spiral sheets of the two spiral sand washing rods in the same shell is less than 1cm, wherein the vertical distance is the axial distance of the vertical spiral sand washing rods. So set up, can carry the silt particle to the wheeled sand washer 28 of second through the cooperation of two spiral sand washing poles 271, reduce the silt particle and wash accumulational risk in the sand washer 27 of groove type to reduce the manual work and clear away the number of times of groove type sand washer 27, improve silt particle treatment effect.

There are also two of the second wheel sand washer 28 and the vibrating dewatering screen 29, respectively. Two second wheel sand washers 28 are arranged side by side, two vibrating dewatering screens 29 are arranged side by side, and each second wheel sand washer 28 and vibrating dewatering screen 29 are correspondingly arranged on each trough sand washer 27.

The mud-water separation system 3 comprises a mud-water recovery tank 31, a settling tank 32, a medicine tank 34 and a mud press 33. The muddy water recovery tank 31 is used for recovering muddy water in the material tank 21, the first wheel type sand washer 25, the groove type sand washer 27 and the second wheel type sand washer 28, the muddy water is conveyed into the settling tank 32 through a pipeline after being settled in the muddy water recovery tank 31, meanwhile, the liquid medicine in the medicine tank 34 is pumped into the settling tank 32, and the muddy water is separated into mud and water under the action of the liquid medicine. The wet mud after the separation is carried to pressing mud machine 33, presses mud machine 33 to press wet mud into dry mud after, carries to dry mud conveyer belt 5, and dry mud conveyer belt 5 will be done mud and carry to the windrow place, will do mud by dry mud transport vechicle and transport to appointed place.

The muddy water recovery tank 31 is provided in an Jiong-shaped structure, the extending direction thereof is the same as the extending direction of the muddy sand conveying belt 26, and the muddy water recovery tank 31 is located closer to the muddy sand conveying belt 26. The mud-water recovery tank 31 is a cement tank dug in the ground, and the upper tank wall thereof protrudes from the ground. And a pipeline for communicating the settling tank 32 and the muddy water recovery tank 31 is poured in the wall of the muddy water recovery tank 31 at one end of the muddy water recovery tank 31.

The mud press 33 is arranged on the other side of the mud-sand conveying belt 26 and outside the Jiong-shaped structure, and four mud presses 33 are arranged side by side along the extending direction of the mud-sand conveying belt 26, so that the wet mud treatment effect is improved. Moreover, a canopy 35 is provided above each mud press 33, and rain is covered by the canopy 35.

Further, as shown in fig. 4 and 5, the mud press 33 is composed of a casing 331, a bracket supporting the casing 331, a mud press 33 body fixed in the casing 331, and a drainage mechanism 332 disposed below the casing 331, and the mud press body presses wet mud into dry mud, and the structure is the same as that of the conventional mud press, and details thereof are not repeated.

The water discharge mechanism 332 includes a first water guide plate 333 connected to the cabinet 331 and positioned below the water discharge port 336, a second water guide plate 334 connected to the cabinet 331 and receiving the wastewater from the first water guide plate 333, and a third water guide plate 335 receiving the wastewater from the second water guide plate 334. The second water guide plate 334 is obliquely fixed downward at one end of the cabinet 331, and the second water guide plate 334 has an arc-shaped plate structure with two sides high and a middle low, and the middle may be lower than the two sides by, for example, 1 mm. The first water guide plate 333 is fixed to the other end of the cabinet 331, and the first water guide plate 333 extends obliquely downward to be close to the second water guide plate 334. The third water diversion plate 335 is fixed below the second water diversion plate 334 and extends obliquely downward, the third water diversion plate 335 is in an arc-shaped plate structure with a high middle part and low two sides, and the middle part can be higher than the two sides by 1mm, for example. So set up, make the sewage collecting tank in the inflow ground that waste water can be steady, reduce the degree of splashing of waste water on ground, guarantee the cleanliness around mud press 33.

The three water diversion plates can be metal plates. Both sides of the third water diversion plate 335 and the second water diversion plate 334 are provided with baffles, so that the wastewater can flow into the third water diversion plate 335 from the second water diversion plate 334. The third water diversion plate 335 and the baffle arranged thereon are of an integrated structure, and the second water diversion plate 334 and the baffle arranged thereon are of an integrated structure, so that the structure is simple. The bottom end of the third diversion plate 335 is higher than the bottom end of the bracket, and when the mud press 33 is installed, the interference between the third diversion plate 335 and the ground is reduced.

Further, the middle of the second diversion plate 334 corresponds to the middle of the third diversion plate 335, i.e. the middle of the second diversion plate 334 is substantially aligned with the middle of the third diversion plate 335 in the left-right direction. The third water diversion plate 335 is fixedly connected with the machine shell 331 and fixed at the same end of the machine shell 331 as the first water diversion plate 333. The horizontal distance between the bottom end of the third water diversion plate 335 and the second water diversion plate 334 is smaller than the horizontal distance between the bottom end of the first water diversion plate 333 and the second water diversion plate 334, that is, the width of the water outlet between the third water diversion plate 335 and the second water diversion plate 334 is smaller than the width of the water outlet between the first water diversion plate 333 and the second water diversion plate 334. Furthermore, the first water guide plate 333 may be a flat plate, that is, both surfaces of the first water guide plate 333 are flat. The inclination degree of the first water diversion plate 333 is smaller than that of the second water diversion plate 334, and the inclination degree of the second water diversion plate 334 is smaller than that of the third water diversion plate 335. So set up, simple structure, the installation of being convenient for can further guarantee in the sewage collecting pit on steady gentle inflow ground of waste water moreover.

At this time, a drain outlet 336 may be provided at a lower middle portion of the case 331, and the drain outlet 336 extends perpendicular to a longitudinal direction of the first water guide plate 333, wherein the longitudinal direction of the first water guide plate 333 is a direction from a fixed end thereof to the other end thereof. And the density of water discharge ports 336 in the middle of cabinet 331 is less than the density of water discharge ports 336 on both sides, for example, the distance between water discharge ports 336 gradually decreases from the middle of cabinet 331 to both sides. So set up, slow down waste water velocity of flow layer upon layer from outlet 336 to third diversion board 335, guarantee the degree of splashing when waste water falls to ground.

The medicine tank 34 is positioned at one side of the mud press 33, namely the mud press 33 is positioned between the medicine tank 34 and the mud water recovery tank 31. And four medicine tanks 34 are also provided, and the four medicine tanks 34 are arranged side by side along the extending direction of the silt conveying belt 26.

The settling tank 32 is located at the corner position surrounded by the mud press 33 and the silt conveyer belt 26, is fixed in the water storage pool 6 through a support, and is communicated with the water storage pool 6 through a water pipe, the separated water in the settling tank 32 is pumped into the water storage pool 6, and the clear water in the water storage pool 6 is recycled again. Set up two gunning jars 32 side by side in the water storage pond 6, two gunning jars 32 communicate with water storage pond 6 through the water pipe respectively, and the one end setting of water pipe is at gunning jar 32's lateral wall top, and the other end stretches into in the water storage pond 6. When two settling tanks 32 are provided, the two settling tanks 32 are fixed in the water storage tank 6 by separate brackets, respectively.

The dry mud conveyer belt 5 is positioned at the other side of the mud press 33, the dry mud conveyer belt 5 and the settling tank 32 are respectively positioned at two sides of the mud press 33, and the dry mud conveyer belt 5 and the fine sand conveyer belt 4 are arranged side by side at intervals.

At this time, the sand washing system 2 further includes a fine sand recovery machine 210 connected to the slurry water recovery tank 31 through a fine sand recovery pipe, the fine sand recovery machine 210 recovers fine sand in the slurry water recovery tank 31, and the fine sand recovery machine 210 conveys the fine sand to the fine sand conveyor belt 4 after processing the fine sand. The fine sand recycling machine 210 and the vibrating dewatering screen 29 are respectively positioned at two sides of the fine sand conveying belt 4, and the fine sand recycling machine 210, the vibrating dewatering screen 29 and the second wheel type sand washer 28 are linearly arranged, namely the fine sand recycling machine 210 is positioned at the long edge of the Jiong-shaped structure, so that the layout is compact, and the space is saved.

The embodiments of the present invention have been described with reference to the accompanying drawings, but the present invention is not limited to the above-mentioned embodiments, which are only illustrative and not restrictive, and those skilled in the art can make many forms without departing from the spirit and scope of the present invention.

Claims (9)

1. A mud-water separation system, comprising:

the mud-water recovery tank recovers mud water in the sand washing system through a recovery pipe, the mud-water recovery tank is a cement tank which is arranged at the bottom of the ground and protrudes out of the ground, and the recovery pipe is wrapped in the wall of the mud-water recovery tank which protrudes out of the ground;

the medicine tank is used for storing liquid medicine;

the sedimentation tank is respectively connected with the mud water recovery tank and the medicine tank through pipelines, mud and water are separated by the sedimentation tank, and the pipeline positioned at one end of the mud water recovery tank is arranged in the wall of the mud water recovery tank, which protrudes out of the ground;

the mud pressing machine is connected with the settling tank, receives wet mud of the settling tank and presses the wet mud into dry mud;

the fine sand recycling pipe is communicated with the mud water recycling tank and the fine sand recycling machine of the sand washing system, fine sand in the mud water recycling tank is conveyed to the fine sand recycling machine, the fine sand recycling pipe is arranged in the pool wall protruding out of the ground of the mud water recycling tank, and the mud water recycling tank is connected with the fine sand recycling machine through the recycling pipe.

2. The mud-water separation system of claim 1, wherein the settling tank is disposed in a water storage tank through a bracket, the settling tank is communicated with the water storage tank through a water pipe, and the water storage tank recovers clean water in the settling tank through the water pipe.

3. The mud-water separation system of claim 2 wherein the water pipe is disposed at a top of a sidewall of the settling tank at an end connected to the settling tank, the other end of the water pipe extending into the water storage tank.

4. The mud-water separation system of claim 2 wherein two of said settling tanks are disposed side-by-side in said water storage tank.

5. The mud-water separation system of claim 4 wherein each settling tank is secured in the water storage tank by a separate bracket.

6. The mud-water separation system of claim 4, wherein there are four of said mud presses, all located outside said water storage tank, and said four mud presses are arranged side by side in a direction perpendicular to said two settling tanks.

7. The mud-water separation system of claim 6 wherein a canopy is erected above each of said mud presses.

8. The mud-water separation system of claim 6, wherein there are four canisters, four canisters being disposed on one side of the mud press, and each settling tank being in communication with four canisters.

9. The mud-water separation system of any one of claims 1-8, wherein there is one mud-water recovery tank.

Images