Automatic flood gate

Details Automatic flood gate Automatic flood gate

2002-04-04

2003-09-23

Shackelford, Heather (Department: 3673)

Hydraulic and earth engineering

Fluid control, treatment, or containment

Flow control

C405S100000

Reexamination Certificate

active

06623209

ABSTRACT:

BACKGROUND OF THE INVENTION
This invention generally relates to method and apparatus for regulating the flow of water, more particularly, to water gates, and especially water gates in which the water gate turns about a pivot axis which is generally parallel to the horizon.
Major flooding too often happens in urban areas when runoff of surface water from sustained and heavy rains, or stream overflow, or cresting or penetration of water retention dikes, overwhelms water drainage and removal systems. At high risk in any such situation are buildings with subterranean areas including basements, subterranean tunnels and halls, parking garages and the like. Surface water invading through open entries of the buildings runs to lower levels. As lower levels fill, flooding can climb to higher subterranean floors and to adjacent buildings if buildings are connected by underground pedestrian or utility tunnels. If standby power generators and/or fuel powered water evacuation pumps are located below surface grade, such as in a basement, as all too often is the case, the power generators and water pumps can be disabled by water flooding into an area where they are located, removing often the last line of flood defense of the building.
Openings to buildings through which rising water can invade include entrances to covered receiving and loading docks, to underground parking areas and garages, to descending stairwells, and to vents, and potential entrances include grade-level and below grade windows or doors. Bottom-hinged “flip-up” flood gates, with inflatable gaskets, that are floor recessed when not in use, that have an exposed surface for traffic passage, and that are raised by hydraulic cylinders or winches, are commercially available. Other also not automatic building water barriers are shown in U.S. Pat. No. 5,943,832 for flood or storm resistant barriers for doorways or window opening; U.S. Pat. No. 5,283,979 for locking/opening system for watertight hatch, U.S. Pat. No. 4,582,451 for floodgate panel and sealing means therefor; and U.S. Pat. No. 4,355,000 for lightweight, removable gate seal.
Storms that produce locally heavy flooding occur only sporadically, so available flood gates of the art as described above remain in a retracted position for long periods of time. Because these flood gates are not automatic, on-site or on-call personnel are required to put them into barrier position when a high water inundation event is anticipated. When the event is a cresting river or the like, there is some advance notice. Unfortunately, nature sometimes comes calling torrentially, unexpectedly and inconveniently, when personnel are not on site, such as the middle of the night, and even if on-call, the personnel may be prevented by flooding of roadways from getting to the site in time to erect the flood gates before the structure meant to be protected is already inundated.
There have been efforts to automate erection of flood gates. One such example is U.S. Pat. No. 5,460,462, in which a vertically disposed flotation barrier elevates on guide tracks between channel posts when water rises within a vertical subterranean housing containing the flotation barrier. There are disadvantages, however, to such a vertical barrier. Hydrostatic forces generated by rising surface water press the barrier against its tracks, increasing friction and causing the barrier to resist the buoyancy forces working to raise the barrier vertically. Installation of the vertically disposed buoyant barrier requires evacuation of ground for the supporting structure to depth greater than the full height the barrier. Particularly in existing constructions such as parking garages and tunnels, the building structure itself or buried ancillary structure prevents excavations to a depth needed for placement of a vertical barrier. In addition, when a flood recedes, mud and flood debris from the water remain, and removal of debris from a tall, thin vertical slot in the ground, occluded with the flotation barrier, presents maintenance difficulties.
U.S. Pat. No. 4,377,352, issued Mar. 22, 1983 to Goodstein, describes a self-actuating water containment barrier for guarding open fields along flooding streams or rising lakes. The barrier comprises a plurality of stanchions which are mounted for pivotal movement from a normal dormant horizontal position, to an active vertical position. The stanchions are interconnected with water barrier-forming sheeting to form a barrier which can conform to a particular land mass or shoreline. Float members are mounted on the bottom of the outer ends of the stanchions. At low water levels, the float members rest on a shallow body of water or on the ground in a near horizontal position. As the level of the water rises, the float members cause the adjacent stanchions to pivot into a vertical position, thereby raising the sheeting between them to form a water barrier. This water barrier float system is unsuitable for guarding openings to constructions where cars or human beings must normally pass over the apparatus involved during the long times when the apparatus is retracted at rest.
SUMMARY OF THE INVENTION
This invention provides a flood guard method and apparatus for automatically refusing admission of rising surface water into a structural opening of a construction. By “construction” is meant any structure, building, erection, edifice or the like, and includes interior and exterior partitions and walls, in which openings such as doors or windows may occur, for passage from outside the construction to its interior, or within the construction from one room to another, or from one side of a partition to the other side, and this includes elongated passages such as tunnels and halls. The construction and the opening in the construction may be at ground level or below ground level, such as an underground parking garage, a basement, a subterranean tunnel or other subterranean space, so long as access to the construction or from one part of the construction to another is by an opening through which water can flow under the force of gravity. The essential factor is that the invention guards against flooding from surface water through an opening to the construction.
In general, the invention involves (i) pivoting a buoyant and structurally rigid flood gate from adjacent grade about an axis at the base of the gate arranged adjacent the bottom of a construction opening generally parallel to grade, such that, on rise of surface water sufficient to float the gate, the gate is buoyed and by force of rising water is rotated about the pivot axis in the direction of the opening, and (ii) as the gate buoyantly rotates upwardly, preventing the rising water from flowing around the sides of the gate sufficiently that enough hydraulic pressure is impressed on the gate by the rising water to push the gate into closing contact with stops or jambs adjacent the sides of the opening, thereby closing the opening and barring admission of flood water into the construction. The combination of an initial buoyant rotation of the gate upwardly about a horizontal axis followed by hydraulic force from water accumulated against the back of the up-rotated gate completes closure of the opening (with closure maintained by impress of hydraulic pressure). With a buoyant flood gate reposed at grade, the buoyant action of the gate in response to rising surface water is a rotational closing force for less than half the closing movement, when hydraulic pressure forces from water accumulating on the water side of the gate take over and complete the closing movement. Gate buoyancy, dependant on a variety of factors, including amount and kind of buoyant material, weight, and height verses width of the gate, affects the relative degree to which buoyancy closing forces surrender primacy to hydrostatic closing forces in a particular design.
Thus this invention provides a method for automatically refusing admission of rising surface water into a structural opening of a construction, the opening having opening-limiting margins, including a bottom, sides

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