This invention relates to drainage of bulk granular material and, more particularly, to a vibrating portable system for draining bulk granular material.
After production of bulk granular material, whether by mining, crushing or some other process, many times water or other fluids needs to be removed from the bulk granular material. For example, frac sand is used in the hydraulic process known as “fracing” to produce petroleum fields. Most frac sand has a large amount of moisture which needs to be removed prior to shipping. The frac sand may be washed to remove fine particles. After washing, the frac sand is put in piles to allow the water to drain therefrom.
Other industries also require the draining of bulk granular material. For example, during coal mining, water is sprayed to control coal dust. Upon removing coal from the mine, the water needs to be removed prior to shipment. The present vibrating portable drain system can be used to remove the water from the mined coal.
There are many other types of bulk granular materials that need to be drained for removal of liquids prior to shipment. The drainage of bulk granular material is common in the construction, mining or agricultural industries. For example, after diatomaceous earth is removed from the ground, it needs to have water removed. Fertilizers, whether natural or synthetic, need to be drained and dried prior to packaging and shipment. While a heater may remove some of the final moisture content, the majority of the moisture can be removed by a vibrating drainage system. For most bulk granular materials, a majority of the moisture can be removed by the vibrating portable drainage system as shown in the present invention.
The location of a vibrating portable drainage system for bulk granular materials that incorporates the present invention is on a graded slope of approximately 2 to 3 degrees. On the downside of the graded slope is a perforated header pipe.
Uphill from and under, the perforated header pipe is an impermeable flexible liner that has a cushion layer on both sides. The cushion layers are made of non-woven geotextile material. Above the impermeable flexible liner are located a plurality of modular units that are rectangular in shape and abut each other on the sides. The outer periphery of the modular units are attached together by connecting plates.
The modular units are made up of top open rigid boxes that have connecting cross slots in the bottom thereof. The rigid boxes also have small vertical holes through the bottom. Inside of the rigid boxes is a site specific drainage fabric, which lines the inside of the rigid boxes. The site specific drainage fabric should be woven tight enough so that the granular bulk material being drained would not pass there through, but loose enough so the water or other liquids would flow there through.
Inside of the rigid boxes resting on the site specific drainage fabric is expanded geosynthetic material. The rigid boxes may be filled with bulk granular material from the site. An example of the geosynthetic material is the Presto Geoweb Cellular Containment System, or the Neoloy Geocell System.
Over the top of multiple modular units is a high flexural strength mat, which may be connected with other high flexural strength mats to cover the entire drainage system. The high flexural strength mats are strong enough so that when resting on multiple modular units, it can support heavy equipment, such as front end loaders, that may move bulk granular material onto, and off of, the vibrating portable drainage system.
Some of the rigid boxes do not have expanded geosynthetic material but have angle iron adjacent the inside walls welded to a steel plate covering the top. On the underside of the steel plate a pneumatic vibrator is mounted and connected to a source of pressurized air located external to the rigid boxes. In operation the pneumatic vibrators driven by pressurized air vibrate and causes the rigid boxes contouring the pneumatic vibrators to also vibrate. The vibrating rigid boxes, because they are connected to adjacent rigid boxes, cause the portable drainage system to vibrate. The vibrating rigid boxes are spaced apart as needed to vibrate the entire portable drainage system.
The vibrating rigid boxes are covered by the high flexural length mat, along with the other rigid boxes. Controlling the air pressure controls the vibration frequency of the pneumatic vibrators.
An air inlet pipe on the uphill side of the vibrating portable drainage system connects to the connecting cross slots in the bottom of the rigid boxes. A valve controls the air flow through the air inlet pipe through the connecting cross slots, and into the perforated header pipe on the low side of the graded slope at the portable drainage system. The airflow causes aspiration through the drainage system to remove water, sometimes called “decant” fluids. The decant fluids flow through the perforated header pipe to a location removed from the drainage system.
On the outside of the modular units, a ramp is provided on one or more sides so that heavy equipment such as front end loaders, can drive on top of the portable modular system. The ramps may be made of small rocks or other suitable material.
Once the vibrating portable drainage system is no longer needed at one location, it may be disassembled and moved to a new location. The one item that may have to be periodically replaced is the impermeable flexible liner; otherwise the other component parts are reusable, unless for some reason the component parts are damaged during the prior use.
A portable drainage system is illustrated in the top view shown in
Referring to
As illustrated in
Referring to
Within the rigid box 30 is a site specific drainage fabric 36. The site specific drainage fabric 36 should be a tight enough weave so the granular material being drained will not pass there through, but not so tight that water or other fluids will not drain there through. The site specific drainage fabric 36 extends up the inside walls of the rigid box 30, the upper edges of which may be held in position against the inside of the rigid box 30 by any convenient means such as snaps.
Inside of the rigid box 30 and the site specific drainage fabric 36 is located a four inch cellular confinement, also referred to as expanded geosynthetic material 38. The expanded geosynthetic material 38 extends upward to the top 40 of the rigid box 30. Filled within the expanded geosynthetic material 38 also to the top 40 of the rigid box 30 is sand (not shown), or whatever porous granular material 56 is available at the site. See
Extending across the top 40 of multiple rigid boxes 30 is a high flexural strength mat 42, such as those sold under the trademark Geoterra®. The high flexural strength mats 42 may be connected to adjacent high flexural strength mats 42 by connecting tabs 44. The connecting tabs 44 are attached together by any convenient means such as locking screws (not shown).
Referring to
The outer edges of the rigid boxes 30 are connected together by plates 52 and bolts 54 which screw into rigid boxes 30. See
Referring now to
During movement between different sites, rigid boxes 30 are shown
By using the portable drainage system 10 as just described, and due to the natural flowing of water downslope, a slight vacuum is created that will suck air into the air inlet pipe 16, through valve 18, and connecting cross slots 22 as the water flows downslope to the perforated header pipe 20 for removal from the portable drainage system 10. This natural aspiration without mechanical pumps creates an inexpensive portable drainage system for bulk granular materials.
Referring now to
The source of pressurized air 66 is pressurized air from an air supply 68. The air supply 68 is fed through cut-off valve 70 and filters 72. A voltage source 74 operates solenoid valve 76 to connect a source of pressure air 66 to the vibrating moduluar units 62 through pipes 64.
Referring now to
Inside of the rigid box 30 is located angle iron 80, which angle iron 80 is located around the inside walls 82 of the rigid box 30. The angle iron 80 is welded to the underside of steel plate 84. The steel plate 84 covers the top 86 of the rigid box 30 with the angle iron 80 holding the steel plate 84 in position.
A center rectangular hole 88 is cut in the steel plate 84. A pneumatic vibrator 90 is connected to a bracket 92, which bracket 92 is slightly larger than the center rectangular hole 88. The pneumatic vibrator 90 is attached to bracket 92 by bolts 94 and nuts 96. In turn, the bracket 92 is attached to mounting plate 84 by bolts 98 and nuts 100.
At the corners of the mounting plate 84 are located welded-on folding clip rings 102.
A typical pneumatic vibrator 90 that may be used can be a Martin Pneumatic Vibrator Model #CCR-5500 with an adjustable angle of vibration. If necessary to have sufficient space in which to mount the pneumatic vibrator 90, a vibrator hole 104 may be cut in the bottom center of the rigid box 30.
While the rigid box 30 of the vibrating module unit 62 will have the small vertical holes 32 therein, it is optional whether the mounting plate 84 has vertical drainage holes (not shown) there through.
The vibrating modular unit 62 is connected to the other modular units 12 in the same manner as previously described with plates 52 and bolts 54. The goal is to vibrate the entire vibrating portable drainage system 60 by spacing throughout vibrating modular units 62. The grid shown in
The impact caused by the pneumatic vibrator 90 may be controlled by controlling the pressure of the pressurized air being delivered by the source of pressurized air 66 to the pneumatic vibrator 90. The addition of pneumatic vibrator 90 increases the speed in which water or other liquids can be removed from the bulk granular material.
Number | Name | Date | Kind |
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9675907 | Deskins | Jun 2017 | B2 |
Number | Date | Country | |
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20200400373 A1 | Dec 2020 | US |
Number | Date | Country | |
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Parent | 15939877 | Mar 2018 | US |
Child | 17010478 | US |