Patent Grant
7491338
The present invention relates to an apparatus for blocking the passage of solid materials into or through a channel while permitting the passage of fluid. More particularly, the present invention relates to such an apparatus that also automatically releases accumulated solid materials under predetermined release conditions in which release is deemed to take priority over continued blocking, and automatically re-close after the accumulated solid materials have been released. The present invention also relates to a method (sometimes referred to herein as process) for controlling the passage of solid material into or through a channel; and more particularly, to such a method that utilizes an apparatus embodying the present invention to block the passage of solid materials, hold the accumulated solid materials until the occurrence of predetermined release conditions, automatically release the solid materials, automatically resume blocking and accumulating solid materials, and automatically repeat the process upon recurrence of the predetermined release conditions.
As used in this specification, “solid material” means any item of natural or man-made solid material, including any comprised of trash, debris, vegetation, one or more sticks, one or more rocks, all or part of an animal, or any combination thereof, that has at least one dimension larger than a predetermined size. Such solid material is also referred to herein singly and plurally simply as “trash.” Selection of the predetermined (maximum) size for the solid material that will be permitted to pass through an aperture is often based on use of a hypothetical model of the solid material. The hypothetical model typically is a spherical shape that is rigid (neither elastic nor flexible). Of course, many forms of solid material are not spherical in shape or are not rigid; and those solid materials can sometimes pass through an aperture that is smaller than the solid material's maximum dimension, which may be due to the solid material's orientation upon reaching the aperture or to its compressibility or flexibility. Thus, an aperture that is intended to block solid materials of a predetermined size should not be expected to stop all solid materials with a dimension larger than that size.
As used in this specification, “channel” (whether used alone or directly after “fluid” or “fluid-flow”) means any inlet, catch basin, channel, conduit, pipe, culvert, tube or any other man-made or natural confinement, or any system comprising some or all of these elements, through which fluid flows on at least some occasions. Channels, particularly drainage channels, often include a catch basin. The catch basin is typically located near the channel's beginning point; that is, near the point at which fluid first enters the channel system.
As used in this specification “fluid” means any fluid, or combination of fluids, that is normally or reasonably expected to be carried by the channel in which the apparatus is installed.
Solid materials tend to be moved by fluid and thereby enter into channels that collect or direct the flow of the fluid. It is generally desirable to minimize the amount of solid materials in the channel that are too large for the channel to move throughout its length during light or moderate flow periods. It is also desirable to minimize the amount of solid materials that pass through the channel and are large enough to create an environmental, aesthetic, health, or other problem at the discharge end of the channel. On the other hand, it is desirable for channels to be available for receiving and moving large amounts of fluid during heavy flow periods. The need for these desirable features is particularly apparent when considered in the context of a street or highway storm drain system.
Streets and highways frequently have curb inlets leading to catch basins as the initial entry points of drainage systems for collecting and draining water and other fluids that would otherwise accumulate in and ultimately flood the street or highway. It is desirable to minimize the entry of solid materials that are larger than a relatively small size, in order to reduce the frequency needed for cleaning such materials out of the system and the potential for animals or even small children entering through the inlets.
It may be observed that most curb inlets have no effective means for blocking the entry of trash. There have been ideas put forward that involve installation of a trash blocking device at the inlet but typically those devices require manual cleaning or removal to relieve the damming effect of an accumulation of trash during periods of heavy fluid flow. (See, e.g., U.S. Pat. No. 4,986,693, issued to Salberg et al. on Jan. 22, 1991; U.S. Pat. No. 5,702,595, issued to Mossberg on Dec. 30, 1997; U.S. Pat. No. 6,017,166, issued to Mossberg on Jan. 25, 2000; and, U.S. Pat. No. 6,402,942, issued to Cardwell et al. on Jun. 11, 2002.) The accumulation of trash during dry, light, or moderate flow periods is inconsequential because the accumulated materials do not significantly impede the flow of a modest volume of fluid into the drainage system. During such periods, street and highway maintenance personnel have no immediate need to clear the curb inlets and are at liberty to do so according to a predetermined schedule without significant risk of a flood occurring.
However, during periods of heavy flow, due to storms or other events that produce substantial amounts of fluid in the streets and highways, it is imperative that any significant impediment to the flow of such fluid into the drainage system be removed. These heavy flow periods often commence unexpectedly or on very short notice and, in some geographical areas, frequently. Thus, installation of most previously proposed blocking devices into curb inlets would put maintenance personnel under extreme pressure to mount an intensive and expensive effort to remove the blocking devices whenever heavy flow periods occur. Removal of such blocking devices generally requires personnel to expend substantial time and, in some cases, to use expensive equipment in order to access and remove the connecting means and the devices.
Nevertheless, such removal is necessary because the trash accumulated at the face of the blocking devices significantly impedes the large volume of fluid that is flowing into the drain system, thus causing a damming effect. Also, the blocking devices will continue to block and accumulate the additional trash that is being carried with the large volume of fluid, exacerbating the damming effect. Therefore, unless agencies that have responsibility for street and highway maintenance and/or flood control either forgo the benefits of having blocking devices or expend large sums for personnel and equipment to immediately remove the blocking devices every time a heavy flow period threatens or commences, the accumulations at the entrances to their drainage systems are very likely to cause substantial flooding.
It has been suggested that a blocking device made of elastic plastic material is needed to overcome the prohibitive cost, weight, and installation difficulties, found in blocking devices made of metal or other non-plastic material. And, further, that the prior devices made of metal or other non-plastic material are not particularly suitable for installation within a curb inlet and generally do not, without human assistance, clear the accumulated trash during periods of heavy flow. It has also been contended that attaching the heavy components of metal blocking devices with bolts anchored within the inlet or catch basin will weaken and over-stress that structure. (See U.S. Pat. No. 6,015,489, issued to Allen et al. on Jan. 18, 2000, which discloses a plastic self-relieving curb inlet filter that is secured by adhesive along its top edge within the curb inlet and is sufficiently elastic to flex inward in response to increasing pressure and unflex toward its closed position as the pressure is reduced.) Such a device offers advantages that may be achieved by the use of plastic and adhesive materials. However, the advantages also appear limited because of the use of those materials. The strength, flexibility and elasticity of plastics and adhesives may be adversely affected by repeated flexing and extended exposure to environmental conditions such as sun, air, water, and extreme temperature variations (ranging from above 100 degrees Fahrenheit to well below 0 degrees Fahrenheit in some geographical areas). A secure bond may be difficult to achieve or maintain in circumstances where the surface (generally made of concrete) suffers from irregularities, impurities, or mechanical weaknesses; and, if achieved, may be difficult to remove without some damage to the surface or the device. And, the efficacy of the device in opening and closing is dependent on the elasticity of the material used. Thus, if a very elastic material is used, the device may open with little pressure applied, such as during periods of light to medium fluid flow when remaining closed is generally desired. And, if a very inelastic material is used, the device may not open fully even when the initial resistance is overcome by a large pressure (the degree of resistance increasing with the degree of flexure), which is generally when full opening is most desired. Such a device, therefore, provides no effective means of control to assure the blockage is maintained when that is most desirable and released when that is most desirable.
Consequently, it appears that prior efforts at blocking the passage of trash in channels, and particularly in catch-basin curb inlets, were directed primarily at the use of heavy metal or other heavy materials for devices that were expensive and difficult to install and remove. It also appears that those efforts did not address or suggest a practical and economical solution to the problem of trash accumulation and blockage during heavy flow periods when the passage of fluid needs to be maximized. Apparently perceiving that metals and similar materials were unsuitable for solving the problem, a proposal was made in at least one patent (discussed above) to use elastic plastic material for making a device that would open and close in response to the pressure caused by flow/debris accumulation. However, it may be seen that elastic plastic materials do not have many of the advantages afforded by metals and other strong and substantially rigid materials, and that the prior art using such elastic plastic materials has significant deficiencies, including lack of effective control over the release of accumulated trash.
The present invention provides advantages not afforded by the relevant prior art and does so in a manner that appears both unanticipated by and inconsistent with suggestions in the relevant prior art.
The present invention relates to an apparatus, and a method using the apparatus, for controlling the entry of solid materials having at least one dimension larger than a predetermined acceptable size (such oversized materials are also referred to herein as “trash”) into or through (depending on whether the apparatus is placed at the inlet or elsewhere within) a fluid-flow channel; wherein, the apparatus includes at least one support piece (support); a grid having a closed position and open positions; a means for rotatably connecting the grid to at least one support; a means for holding the grid in its closed position under normal conditions and releasing the grid to rotate into an open position under predetermined release conditions (such means is also referred to herein as a “hold-release means”); and, a means for returning the grid to its closed position after said solid-material accumulation has cleared the grid, wherein the grid is again held in its closed position by the hold-release means.
The present invention also relates to all embodiments of such an apparatus wherein at least one support connects to the channel.
The present invention also relates to all embodiments of such an apparatus wherein the grid defines a plurality of apertures with dimensions adapted to be small enough to block solid materials that are larger than a predetermined size, but large enough to permit passage of fluids.
The present invention also relates to all embodiments of such an apparatus wherein the grid is rotatably connected to at least one support whereby the grid can be in a closed position with the front face of the grid substantially perpendicular to the direction of flow through the channel and can open by swinging in the general direction of said flow, and wherein, in some embodiments, the connection can be via a rod that is connected along its length to the upper edge of the grid and rotatably connected to the support(s).
The present invention also relates to all embodiments of such an apparatus wherein there is at least one hold-release means connecting the grid to at least one support.
The present invention also relates to all embodiments of such an apparatus wherein the hold-release means holds the grid in its closed position until predetermined release conditions occur, at which time such hold-release means releases the grid and, upon return of the grid to its closed position, reconnects the grid to the support and again holds the grid closed.
The present invention relates to all embodiments of such an apparatus wherein gravity is the means for returning the grid to its closed position after it has rotated to allow release and passage of accumulated trash; to all embodiments of such an apparatus wherein gravity is supplemented or replaced by any conventional torque-inducing means for applying torque to the grid in the proper direction to return the grid to its closed position; and, to all embodiments of such apparatus wherein the closing speed of the grid is slowed or otherwise governed by addition of a conventional speed-governing device, such as (but not limited to) a damper.
The present invention also relates to a method (process) that uses any embodiment of such an apparatus to: block and accumulate trash that is carried toward or into the channel in which the apparatus is installed; automatically release such accumulated trash under predetermined release conditions; automatically re-close and resume blocking and accumulating trash; and, automatically repeat the foregoing process in the event of a recurrence of the predetermined release conditions.
An object of the present invention is to provide an apparatus for performing the functions described herein that can be made of lightweight, strong, and durable materials.
Another object of the present invention is to provide such an apparatus that is simple and economical to make, transport, and install.
Another object of the present invention is to provide such an apparatus that can be installed using readily-available and effective means for connecting it to the channel and for connecting its components to one another.
Another object of the present invention is to provide such an apparatus that is sufficiently adaptable for installation into many different types of channels and environments.
Another object of the present invention is to provide such an apparatus that has the capability of adding or subtracting components or being combined with other such apparatuses to suit differing installation requirements.
Another object of the present invention is to provide such an apparatus that can be constructed from a variety of materials.
Another object of the present invention is to provide such an apparatus that is not subjected to any significant amount of failure-inducing structural bending fatigue.
Another object of the present invention is to provide such an apparatus that is light in weight and capable of being installed and retained within a channel without undue stress on the channel structure.
Another object of the present invention is to provide a method for automatically blocking, accumulating, holding, and under predetermined release conditions releasing trash, and then re-closing and repeating that process each time the predetermined release conditions recur.
The present invention will be more clearly understood by reference to this specification in view of the accompanying drawings, in which:
As used throughout this specification, unless expressly stated otherwise, the following terms have the definitions referred to or specified in this paragraph. The term “embodiment” means embodiment of the present invention. The term “blocker” is used as a generic term meaning any physical embodiment. The term “trash” has the meaning given to it in the BACKGROUND OF THE INVENTION section, with the predetermined size being whatever size of trash the user of the blocker wishes to prevent (presumably with an exception for predetermined release conditions) from passing to the downstream side of the installed blocker (with due consideration to the fact that some trash that is non-rigid or that has a dimension smaller than the predetermined size might not be blocked). The terms “fluid” and “channel” each have the definition set forth in the BACKGROUND OF THE INVENTION section. The terms “left” and “right” are intended to mean such directions as viewed from the upstream side of the blocker (these directions are described more fullt below in reference to the figures). The term “front” means the upstream side and the term “back” means the downstream side. The terms “vertical” and “horizontal” are intended to include directions that are substantially vertical and substantially horizontal, respectively. The term “predetermined release conditions” means the conditions of pressure and its distribution against the front face of the blocker's grid (discussed below) that are deemed by the user of the apparatus to be the appropriate conditions for shifting priority from blocking trash to releasing it into the downstream part of the channel. The term “pull limit” as applied to a magnet or any other hold-release means is the pulling force needed to disconnect the installed magnet, or other hold-release means, from its holding position, i.e., its position when holding the blocker grid closed. The term “release” means physically disconnecting from a structure or other part, even though there may be some continuing attraction force between them, such as when a magnet disconnects but remains attracted (though to a lesser degree) to the item from which it has disconnected. The term “other hold-release means” refers to any conventional mechanical or electro-mechanical means for releasably holding a blocker grid in its closed position. The term “opposing force” means a force pulling a magnate, or other hold-release means, in a direction opposite the direction of the force applied by the magnet, or other hold-release means, to maintain its holding position against the tendency of the grid to open.
Embodiments include self-actuating fluid-flow trash blockers that are intended for installation in curb inlets or other channels that lead to catch basins or other parts of street storm-water drainage systems. Referring to the drawings,
The side-mounted blocker 1 has a left front support 11 and a right front support 12. As seen in
Referring to
Any reference herein to an item being made of hot dipped galvanized metal or hot dipped galvanized steel, is intended to mean that for best results, the items should be connected before they are treated by the hot-dipped galvanizing process. This is particularly so when the connection is to be made by welding. Those skilled in the art will already understand that this and many other means of connecting items together are best performed before the protective coating is applied. Otherwise, the very coating applied to the item for protection can itself be damaged by heat or impacts produced in making the connection. And, even if not so damaged, the resulting connection is likely to be weakened by the presence of the coating material between the two items.
As examples and not limitations: front supports that are 2 to 4 inches wide, slightly smaller in height than the inlet opening (generally around 8 to 14 inches), and 3/16 inch thick; and, side supports that are 2 inches wide, 8 to 12 inches long, and 3/11 to 3/16 inch thick, have been found to work effectively—with the larger width particularly preferred for a front support that must accommodate a spring or damper (described below in reference to
Of course, there may be installation environments where the inlet does not have side walls that run substantially straight back from the curbside, but rather run back at an angle or curvature that causes the inlet to widen as it approaches the main chamber of the catch basin. In those circumstances, it may be difficult to connect the side supports to the side walls. In those or any other circumstances where use of side supports is not practical, another embodiment, such as the top-mounted blocker, shown in
The connections between front supports 11,12 and their respective side supports 13,14 preferably are fixed and made by welding the front end of the side support 13,14 to the back face of its respective front support 11,12. In other embodiments (not shown), the front supports and their respective side supports can be connected either fixidly or flexibly by any other conventional connection means such as hinges, bolts with or without nuts, screws, brackets, adhesives, or forming them from or as a single piece such as by bending, pressing, stamping or molding the piece; provided that the side supports are adapted to hold the front supports firmly in place when the side supports are connected to the side walls.
Welding beads 15 are shown in
Each of the side supports 13,14 is connected to the side wall 9 on its respective side by at least one support bolt 16, preferably two, as shown in
As shown in
Referring to
As seen in
Preferably, as shown in FIGS. 1 & 3–6, the rod supports 20,21 are made with sufficient room within them for the rod 19 to move freely and to permit adjustments, upon assembly of the blocker, in the angle between the side supports 13,14 and the front supports 11,12 in order to accommodate installation into inlets having varying side wall configurations. Preferably, the available range of adjustment is 30 degrees in all directions.
As shown in
The grid 22 preferably is substantially rigid and able, without significant distortion, to withstand at least the amount and distribution of static hydraulic pressure it would experience if, in its closed position, the grid 22 were blocking water that had accumulated to a depth rising from the inlet floor 8 to the top of the grid 22. A significant factor in achieving a sufficiently strong and rigid grid 22, in addition to the type and thickness of material used in its construction, is its shape. Preferably, the cross sectional shape of the grid 22, as shown in
The grid 22 preferably is made from a single piece of expanded metal with grid apertures 25 of a relative size, shape, and pattern substantially similar to what is shown in the accompanying drawings. Those skilled in the art will be familiar with expanded metal and understand that it is the result of forming grid apertures in sheet metal by the application of tension to the sheet in the appropriate directions after a plurality of cuts are made in it. However, in other embodiments (not shown) the grid can be in the form of sheet metal with grid apertures punched out, a wire mesh, a grate, a screen, a filter, a strainer, or any other conventional form useful for obstructing the passage of trash, and can have grid apertures of any desired size, shape, and pattern—provided that the grid has the requisite strength, stiffness, and durability for performing the functions described herein in the environment into which it is being placed. Preferably, the grid 22 material is hot-dipped galvanized steel, but alternatively can be plastic, or any other suitable conventional material. The grid apertures 25 should be suitably sized to effectively block trash larger than a size predetermined by the user. Without limiting the scope of grid dimensions covered by the invention, the range of dimensions believed best for blocking the passage of trash into municipal street storm-water catch basins is a grid that has a height of 8 to 14 inches, a width of 3 to 8 feet, a thickness of ⅛ to 3/16 inch, and grid apertures with their smallest dimension being no larger than ¼ to 1½ inches.
In
As shown in
In other embodiments (not shown), the magnet can be connected to the grid by any conventional means such as clamping the magnet washers against the grid by having the magnet bolt head tighten against the magnet forcing the magnet against the front magnet washer, causing the front magnet washer to grip the grid. And, in still other embodiments (not shown) in which the front supports are made of a material that does not attract magnets, such as aluminum or plastic, any conventional magnet-attracting material, such as a plate made of galvanized or stainless steel, can be secured by any conventional means to the back of, or incorporated into, each of the front supports at a location where the magnet will contact the plate, or the support if the magnet-attracting material is incorporated into it, when the grid is in the closed position.
While in contact with the front support 11,12 (or metal plate as the case may be), the magnets 26 hold the grid 22 in the closed position. The grid 22 blocks the passage of trash, which accumulates, resulting in a damming effect on the incoming fluid, a slowing or stopping of the fluid flow and rise in fluid level at the grid, and, thus, a build up of pressure against the grid. The pressure against the grid 22 communicates forces to the resisting magnets 26. The conditions under which the grid 22 will open are based on the pull limit of the magnets 26 and their location on the grid 22. When the force resulting at any particular magnet 26 location from the pressure against the grid 22 reaches the pull limit of the magnet 26, the magnet 26 detaches. When all the magnets 26 have detached, the grid 22 is released and opened by the downstream movement of the accumulated trash and fluid forcing it to rotate rearward, allowing the passage of the accumulated solids. The blockage is thereby eliminated and the fluid is able to flow through the channel substantially unobstructed.
The relationship between pressure—whether distributed evenly or in a known or assumed pattern—against a surface of known dimensions, and the forces needed at selected points on the surface or periphery of the surface to resist the pressure, is known or readily available to those skilled in the art. Therefore, Control over the opening of the grid 22 is accomplished by proper selection (based upon pull limit) and location on the grid 22 (or grid frame) of the magnets 26.
The magnet 26 pull limit and location are selected based upon the dimensions of the grid 22 and the predetermined release conditions established for opening the grid 22, although the selection may also be based on any other factors deemed significant by the user such as use of tolerances to account for anticipated variations in the installation environment that may cause the pull limit to change from time to time. The magnet 26 is located so that its pull limit is only slightly less than the opposing force expected to result at the selected location when there is an occurrence of the predetermined release conditions. When the pull limit of one or more of the magnets 26 is overcome, each such magnet 26 detaches. The other magnet 26, or other magnets 26 if more than two were being used, must then absorb more of the force pressing against the grid 22 and will likely reach its (or their) pull limit(s) and detach quickly. When all the magnets 26 have detached, the grid 22 is released. The resulting downstream movement of the accumulated trash and fluid past the grid 22 force it open enough for the accumulated trash and fluid to pass downstream. Thus, the release occurs only when desired, and may easily be changed from time to time by changing the magnets 26 to ones with different pull limits or relocating them, or both.
When the accumulated trash has been released downstream and has cleared the grid 22, and the pressure against the grid 22 has thus subsided, the grid 22 is rotated toward the closed position by gravitational force, assisted, where they are installed, by one or more springs or other torque-inducing means, which can be as simple as weights added to the bottom of the grid (not shown), and further assisted by the magnets 26 as they come into close proximity with the front supports 11,12. Upon re-closing, the grid 22 is once again held in that position by the magnets 26 until the next episode of heavy fluid flow and accumulation of solids causes a recurrence of the predetermined release conditions.
In other embodiments (not shown), the magnets can be replaced by, or combined with, other hold-release means, such as a latch or other mechanical gripping device (which generally require that one part of the device be connected to the support and another part be connected to the grid), provided that such other hold-release means is suitable for operation in the channel environment and has characteristics substantially similar to magnets of equal pull limit, with regard to the ability to hold, automatically release, and automatically resume holding the grid, and to repeat such cycle as often as deemed necessary by the user of the blocker.
It is believed that those skilled in the art will be able to readily determine what predetermined release conditions are appropriate for a particular installation and what selection and placement of the magnets or other hold-release means is suitable for effecting release under those conditions and re-closure when those conditions have dissipated.
As an example and not a limitation, the use of two magnets having a pull limit of 40 pounds each, with one located at each bottom corner of a grid having dimensions of approximately 8 inches in height (when in the closed position) and 7 feet wide, has been found to work effectively to resist inadvertent opening yet release when the accumulation of trash causes the water level on the front to rise approximately half the height of the grid. Also as examples and not limitations, use of 2 magnets with pull limits of only 3 to 15 pounds each, similarly placed on grids that also have heights of 8 inches but shorter widths, such as 3 to 5 feet, are believed to be effective under some circumstances where avoiding large buildups of trash is an important consideration and there is little likelihood of inadvertent forces occurring and causing unintended openings—which openings not only may interfere with proper resetting of the grid in its closed position but also may pose a safety problem where children have access to the area.
Preferably, as shown in
In other embodiments (not shown), more than one spring can be used such as by placing one near each end of the rod, in which case the second spring installation would be substantially the mirror image of the first. The use of two springs is preferred for grids that are wider than approximately 5 feet. And, in still other embodiments (not shown), the spring can be replaced by any other conventional means of applying torque to the grid, such as by welding one end of a suitably sized torsion bar to one of the side supports and the other end of the torsion bar to the most proximate end of the rod.
To slow the speed at which the grid 22 closes after its opening force has dissipated, the side-mounted blocker 1 shown in FIGS. 1 & 3–6 has a damper 38. The damper 38 in the embodiment shown, is a conventional pneumatic damping device that is comprised of a cylindrical body 39, a shaft 40 that movably extends into and out of one end of the body 39 along its centerline in response to a push and pull respectively on the shaft 40, a shaft eyelet 41 on the end of the shaft 40 directed away from the body 39, and a base eyelet 42 fixidly connected to the base of the body 39. The base eyelet 42 defines an aperture that has a base throughbolt 43 passing through it. The shaft eyelet 41 defines an aperture that has a shaft throughbolt 44 passing through it. The throughbolts 43,44 each pass through their respective eyelet 41,42 substantially at a right angle to the centerline of the body 39 and substantially perpendicular to the plane containing the arc traced by a point on the installed grid 22 when the grid 22 is rotated from its closed position to an open position. Each eyelet 41,42 is adapted to rotate freely about its respective throughbolt 43,44. The base throughbolt 43 is threaded into a damper separator post 45 that both connects the damper 38 at its base to the left side support 13 and separates the damper 38 from the left side support 13, thereby providing clearance for the body 39 to rotate about the base throughbolt 43. Preferably, the separator post 45 is connected to the left side support 13 by welding. The shaft throughbolt 44 connects the damper 38 at the shaft eyelet 41 to a shaft connector bracket 46, which has a shaft bolt hole 47 through which the shaft throughbolt 44 passes to thread into a shaft connector nut 48. The shaft connector bracket 46 is fixidly connected, preferably by welding, to the grid 22. Eyelets 41,42 are buffered on the side opposite the heads of the throughbolts 43,44 by eyelet washers 49; although, in other embodiments (not shown), the throughbolts 43,44 can have threaded locking nuts located adjacent to, or replacing, the eyelet washers 49. The damper separator post 45 and the shaft connector bracket 46 are adapted to assure that, upon final assembly with the blocker installed in the inlet 2, the damper 38 will rotate easily about the base throughbolt 43 and the shaft throughbolt 44, will not obstruct the operation of the grid 22, and will not be subjected to significant side forces when the grid 22 is rotated from closed to fully open and form fully open to closed. Thus, as illustrated by a comparison of
The damper 38 is selected based upon the size and weight of the grid 22 and speed at which the user wishes to have the grid 22 close after opening and releasing its accumulation of trash. The selection is also based upon whether or not a spring is being used, and upon the torsion strength (torque) of any spring or set of springs that are used. Preferably, the damper 38 selected provides substantially more resistance to pulling than to pushing, so that its governing effect is concentrated on closing rather than opening, although using a damper 38 that governs against opening too rapidly may also be desirable in some applications. Any conventional form and type of damper can be utilized that can be fitted and connected to the grid and to some stationary position, where the connections are rotatable connections if the damper requires such rotation in order to operate while connected to the grid, and has the ability to at least slow the rate of closure of the grid.
Other embodiments (not shown), can have a damper on the right side rather than the left side, or on both sides of the blocker, in which case the installation on the right side can be substantially the mirror image of the installation on the left side. Placing a damper on both sides is generally preferable when a large grid such as one that is five or more feet wide is being installed.
Other embodiments, such as the one shown in
The top-mounted blocker 50 shown in
In
As shown in FIGS. 7 & 9–10, the end plates 53,54 are used for holding the rod 19 rather than the rod supports 20,21 shown in FIGS. 1 & 3–6. The end plates 53,54 are oriented in a substantially vertical plane and welded into the inside corner of the “L” shape formed by the intersection of each front support 11,12 with its respective top support 51,52. Other embodiments (not shown) can have the end plates connected only to their respective front supports or top supports; and, can have the end plates located at different positions along the axis of the rod from what is shown in
As shown in
The top-mounted blocker 50 also can have one or more springs 35 connected to it in the same way as described in connection with the side-mounted blocker 1.
The top-mounted blocker 50 can be made with the end plates 53,54 replaced by the rod supports 20,21 shown in FIGS. 1 & 3–6. If that is done, references to clearance between the rod supports 20,21 and the inlet ceiling 10 become, instead, references to clearance between the rod supports 20,21 and the top supports 51,52.
In other embodiments (not shown), the front supports 11,12 can be made non-rectangular to better fit against the irregular channel side walls, and the outer edges of the grid 22 also can be made non-linear to better conform to the non-linear version of the front supports 11,12 and the irregular side walls, or to meet any other requirements of the particular installation.
In other embodiments (not shown) the side supports 13,14 can be removed, reoriented, adapted and reconnected on or proximate to the bottom or anywhere else around the outside periphery of the front supports 11,12, essentially in the same manner as described herein with respect to converting them into top supports 51,52 for the top-mounted blocker 50. Thus, an embodiment can, without departing from the present invention, have a support structure with a mounting support that is, for example, similar to one of the side supports 13, 14 but adapted (e.g., oriented and connected appropriately relative to the embodiment's front support) to make the mounting support suitable for connecting the support structure to any surface of a channel (for example, inlet floor 8). And, of course, the support structure can have more than one mounting suport (e.g., for connecting the support structure to one channel surface more securely and/or to more than one channel surface) without departing from the present invention.
As an option to using a single blocker to block an inlet or other channel that is quite wide, each embodiment described herein can be installed as a collection of individual blockers and connected together side-to-side, to provide very effective and easily constructed and maintained wide-channel coverage.
Although the present invention was developed primarily for use in a channel comprising a catch basin, the present invention is not limited to such channels.
Although in the foregoing descriptions, the blocker is mounted close to the entry point to the inlet 2, the positioning of the blocker is not limited to such location. The blocker can be mounted at any accessible point within any fluid-flow channel wherein a mounting surface exists or can be constructed.
A method for controlling the flow of fluids into or through a channel using the invention is as follows.
An appropriate embodiment of the blocker is installed in the channel and put in its closed configuration when there is no significant fluid flow in the channel.
During periods of fluid flow, into or through the channel, by use of the blocker, intercept the free flow of trash being moved by the fluid into or through the channel. Most of the trash—certainly any item of trash with no dimension (when in its compressed state) as small as the predetermined minimum dimension of the grid apertures—is thereby blocked.
Accumulate the trash on the upstream side of the blocker by holding its grid in the closed position, thereby blocking and accumulating trash, until there is an occurrence of the predetermined release conditions.
Upon such occurrence of the predetermined release conditions, automatically release the accumulated trash by having the blocker set up for the grid to automatically release under those conditions.
Upon the accumulated trash passing downstream of the grid, automatically intercept the flow of trash once again by the blocker automatically returning the grid to its closed position.
Resume blocking the trash in the fluid flow and accumulating it upstream of the blocker by having the blocker set up to hold the grid in its closed position pending a recurrence of the predetermined release conditions. This concludes one release cycle.
Upon recurrence of the predetermined release conditions, repeat the foregoing steps.
It is anticipated that during heavy flow periods no more than one release cycle, or, in long lasting or very unusually high flow periods, two or three release cycles, would be necessary.
At the conclusion of the heavy flow period, the trash not released downstream is retained at the front of the grid for removal by conventional means used for maintaining the streets and removing trash.
By using the blocker to practice the above method, a considerable degree of control is achieved over the conditions under which trash will be permitted into or through a fluid-flow channel. By exercising such control, use of the channel is significantly increased when most needed to minimize the potential for serious flooding or pressure build up, without sacrificing the ability to block trash at times when such use is not needed or less critical.
It is to be understood that the present invention is not limited to the embodiments and processes described above, but encompasses any and all embodiments and processes within the scope of the claims.
This application is derived from U.S. Provisional Application No. 60/452,982, filed Mar. 6, 2003, and claims priority based upon the filing date of said Provisional Application.
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