1. Technical Field
This invention relates to fluid control by water gates and more particularly, to pivoted gates responsive to water pressure.
2. Background Art
Prior patents by the present invent or have addressed preventing surface storm waters from entering and flooding lower levels of buildings or underground garages (U.S. Pat. No. 6,623,209) and preventing storm waters from storm sewers back flowing through street gutters into surface streets (U.S. Pat. No. 7,101,114). These inventions do not address the problem of surface storm waters entering and flooding underground tunnels and chambers through ventilation ducts connecting the underground chambers or tunnels to air at ground surface. Such chambers and tunnels include, without limitation, underground transportation tunnels for road vehicles, trains, and subways, and underground chambers, such as associated with a complex of connecting tunnels and shafts, for example as used for such things as underground hydroelectric-power plants, or with underground utilities which require ventilation, such as underground transformer rooms. In the case of subway systems, solutions have been suggested for reducing entrance of runoff water from street level grate openings through the ventilation ducts down into the underground systems, such as raising the subway grates above sidewalk level, but these are often not only costly to implement for each sidewalk grating area but also largely impracticable because much of the available sidewalk area available for pedestrians, already at a premium, is sacrificed to the solution.
The remaining drawings are advantageously viewed in sets of them. The term “figure” is customarily abbreviated to “Fig.” For clarity in reference to figure numbers, sets are numbered according to the numbers identifying figures in a set; accordingly, there is no Fig. Set 1.
The concepts embodied in the embodiments described herein have application to any system in which an opening at or near grade level communicates with a ventilation duct for an underground chamber or tunnel or other underground structure requiring ventilation, and through which opening substantial volumes of water can enter, as with heavy rain or street flooding. The embodiments of the invention automatically block downward flow of substantial surface water into an underground ventilation duct communicating upwardly to a ground surface opening. In the following detailed description of embodiments, reference is made to the accompanying drawings, which form a part hereof and in which are shown, by way of illustration, specific embodiments in which the invention may be practiced. Specific details disclosed herein are in every case a non-limiting embodiment representing concrete ways in which the concepts of the invention may be practiced. This serves to teach one skilled in the art to employ the present invention in virtually any appropriately detailed system, structure or manner consistent with those concepts. It will be seen that various changes and alternatives to the specific described embodiments and the details of those embodiments may be made within the scope of the invention. Because many varying and different embodiments may be made within the scope of the inventive concepts herein described and in the specific embodiments herein detailed, it is to be understood that the details herein are to be interpreted as illustrative and not as limiting.
The various directions such as “upper,” “lower,” “bottom,” “top,” “back,” “front,” “perpendicular”, “vertical”, “horizontal,” “length” and width” and so forth used in the detailed description of embodiments are made only with respect to easier explanation in conjunction with the drawings. The components may be oriented differently while performing the same function and accomplishing the same result as the embodiments herein detailed embody the concepts of the invention, and such terminologies are not to be understood as limiting the concepts which the embodiments exemplify.
The term “nominal” is used in sense of not necessarily corresponding exactly to a real value. The term “perpendicular” means substantially at a right angle to a reference to a degree that if not absolutely a right angle will not materially adversely affect the arrangement and function of the element described as perpendicular. The terms “vertical” or “vertically” include but are not limited to literal vertical and generally mean oriented up and down with respect to the earth's horizon to a degree that if not absolutely vertical will not materially adversely affect the function of the element described as vertical. Similarly, the terms “horizontal” or “horizontally” include but are not limited to literal horizontal and generally mean not out of level with respect to the earth's horizon to a degree that will materially adversely affect the function of the element described as horizontal.
As used herein, the use of the word “a” or “an” when used in conjunction with the term “comprising” (or the synonymous “having” or “including”) in the claims and/or the specification may mean “one,” but it is also consistent with the meaning of “one or more,” “at least one,” and “one or more than one.” In addition, as used herein, the phrase “connected to” means joined to or placed into communication with, either directly or through intermediate components.
As used in this application, the term “opposing sides” in respect to an opening is used without implication that the opening has a particular shape unless a particular shape is specifically stated. Thus the opening could be circular (opposing sides are any place in the periphery of the circle connected by the longest line segment, which is the diameter), square (longest line segment is the same for all opposing sides), rectilinear (longest line segment end points are in the opposing shorter sides of the rectangle, that is, the longest line segment lies in a plane along the length of the rectangle) or other geometric shape. The term “fixed distance” or “fixed length” refers to a line segment whose end points are in opposing sides of a surface opening of a ventilation system. The term “longest distance” refers to a longest line segment whose end points are in opposing sides of a surface opening of a ventilation system. In the instance of a rectangle, the term “fixed distance” can be a distance between either the shorter or the longer opposing sides of the rectangle.
The term “duct” is used herein to apply generically to any air shaft, tube, conduit, vent, bore, channel, vessel, or any other conveying path by which ventilation is supplied underground to or from a ground level opening or any opening to atmosphere. In the context of subways, these vents are commonly referred to as ventilation shafts. The term “duct” includes but is not limited to a subway ventilation shaft, and includes any terminal portion of the duct beneath the surface opening, which may take the form of a chamber or cavity below the surface opening.
The various embodiments detailed herein employ at least one seat and buoyant gate set interposed in a ventilation system duct for an underground structure below a ground surface level opening of the vent to automatically block flow of water entering the ventilation duct through the surface opening. The embodiments described in connection with Fig. Sets 2-8 use a single seat and buoyant gate set for this purpose. The embodiment described in connection with
For illustrative purposes of an application of the concepts and the methods herein disclosed for automatically blocking entrance of substantial amounts of water into a ventilation duct, the embodied concepts are described in reference to a specific ventilation environment. The exemplary application is for a subway system, which depends on ventilation and where an urgent need exists for a solution to stop flooding. It is helpful, accordingly, to see a typical subway ventilation arrangement. Reference is made to
Subway trains moving through underground tunnel tubes have a piston effect, pushing air in front of them and pulling air in behind them. Ventilation ducts or shafts are incorporated into subway systems near stations to exhaust stale pushed air as the train nears a station and to pull in fresh outside air as a train leaves a station, indeed, the ventilation or air shafts are sometimes called blast or surge shafts because of the blast of air they expel. They also provide a route to remove smoke in the event of a fire in a station or on the tracks or in a train. Referring to
Subways have systems for handling water. When it rains, water runs down stairwells, onto platforms and thence onto tracks, and some gets in the ventilations systems through the surface grates. Drains beneath the tracks pipe water to underground sumps in pump rooms next to the subway tracks. Pumps pull the water up to pressure relief manholes open to the atmosphere at street level; from there the water drains under gravity flow into city storm sewers. The problem is that in heavy rains, storm sewers are overwhelmed and flush water back into the streets, flooding the streets with ponds of water that inundate sidewalk curbs and pour through subway grates into the ventilation system thence into the tunnels and onto the tracks. The pumping system can only return water to the flooded street; from there the water reenters the flood pool pouring into the ventilations system, defeating the pumping system as a means of controlling subway flooding.
The problem presented by flooding subways is acute for city transportation. Water in the subway creates danger and paralyzes the system. The subway system has two vital sources of power: the direct current that moves the trains, and the alternating current that powers the signals. When water rises near the electrically charged third rail, it creates dangerous conditions. The high voltage running through the third rail (600 volts and greater) electrifies the water, causing it to boil and setting floating debris on fire, creating smoke. High capacity fans are sometimes provided in fan rooms above the tracks that open to a vertical run of the ventilation ducts. The fans aid in the removal of smoke. But water from flooded streets pouring through subway grates into the ventilation ducts interferes with smoke removal, leading to a smoke condition in the tunnels and in the stations. Even if the direct current is unaffected, water short-circuits the electrical signals and switches, making it impossible for train operators to know when it is safe to stop or go, so trains cannot be safely operated.
In the specific embodiments described herein as examples, it is assumed the grade level opening through which flooding waters enter has a rectilinear shape, as for grated grade level sidewalk openings for subway ventilation systems, which at least in New York City in the United States typically are rectangular and oriented with the long dimension running in the direction of the adjacent street. Although the descriptions of specific embodiments relate to a rectilinear shape and for a particular environment, the invention does not require that the opening be rectilinear or that embodiments of the invention conform to a rectilinear shape. The elements of the invention can be configured to fit within the downwardly vertically projected dimensions of any ventilation duct surface opening serving any underground tunnel, chamber, room or other underground structure.
The embodiments described herein comprise a support having a top opening and an opening in a lower portion above a support floor or bottom. The opening in the lower portion is for venting communication with a proximate portion of a ventilation duct, for example, a venting discharge structure or a terminal run of the ventilation duct in a subway venting system. The support supports at least one seat and a paired buoyant gate normally disposed perpendicular to the seat, the seat and gate together forming a set.
In an embodiment, the seat is mounted above at least a portion of a passageway under the seat for fluidly communicating to the top opening of the support and to the proximate portion of the ventilation duct to provide ventilation through the embodiments in normal non-flooding conditions. The buoyant gate is buoyantly moveable with respect to the seat, is positioned lower than the seat and the passageway under the seat, is normally disposed perpendicular to the seat, is of sufficient size to block the passageway, and is responsive to water rising in the support by floatingly upwardly until engaging the seat, thereby blocking the passageway.
In an embodiment, each seat and gate set may be arranged in the support to provide airflow from the lower portion opening to a surface opening that is less restrictive under normal conditions yet still provides automatic flooding protection. This arrangement applies a nominal fraction in which the numerator is 1 and the denominator is the sum of 1 plus the number of seat and gate sets, to a chosen distance separating opposed sides of the surface opening of the ventilation duct, to locate the place to fix the seat of a single seat and gate set or the seats of a plurality of seat and gate sets.
In an embodiment, a sloped surface declines in a direction away from the seat to flow water introduced through the top opening away from the lower opening.
In an embodiment, the support supports a shelf at least a portion of which is under at least a portion of the top opening and above the lower opening for shielding the lower opening from water introduced through at least the top opening portion over the shelf.
Various embodiments that employ one or more of these concepts and concepts that are additionally described in the several embodiments are now described in detail.
The illustrative embodiments of Fig. Sets 2-8 are single seat and gate set embodiments, packaged and arranged for below grade fitment in a rectangular street level subway opening 15, as an example. In an embodiment described, the gates may close and open about a pivotation axis that is perpendicular to the longest distance of the surface opening 15, i.e., for a subway system such as the New York City, where the street level grated openings typically are rectangular and oriented with the long dimension running in the direction of the adjacent street, the pivotation axis is perpendicular to the direction of the adjacent street and curb.
Referring to Fig. Sets 2-7, apparatus 10 comprises a support assembly 25 adapted to be mounted in an underground enlargement of a ventilation duct to a tunnel or other underground cavity, the enlargement having a floor and opening to atmosphere, for example, in the embodiments of
Support assembly 25 has upper and lower extremities, respectively at 26, 27. In the embodiment of Fig. Sets 2-7, support assembly 25 comprises a framework 28 the upper extremity 26 of which includes flanges 29a-29h adapted to interposingly sit on lip 16 below a sidewalk vent grate 17 and thereby hang support assembly 25 in structure 13 under vent grate 17. More particularly, referring to Fig. Sets 2-7, framework 28 has first upper vertical members 30a, 30b terminating at upper extremities in flanges 29g, 29b respectively. Fastened perpendicularly along the length of vertical members 30a, 30b are second upper vertical members 35a, 35b terminating at their upper extremities in flanges 29h, 29a respectively. To first upper vertical members 30a, 30b are fastened first horizontal members 31a, 31b, from which depend first lower vertical members 32a, 32b fastened thereto at right angles. Second horizontal members 33a, 33b fasten at right angles to first lower vertical members 32a, 32b and connect to third vertical members 34a and 34b, which terminate in their upper extremities at flanges 29f and 29c respectively. Fastened perpendicularly along the length of third vertical members 30a, 30b are fourth vertical members 36a, 36b terminating at their extremities in flanges 29e, 29d respectively.
Turnbuckle 37a adjusts first upper vertical member 30a and fastened second upper vertical members 35a relative to third vertical member 34a and fourth vertical member 36a, and correspondingly, turnbuckle 37b adjusts first upper vertical member 30b and fastened second upper vertical member 35b relative to third vertical member 34b and fourth vertical member 36b as needed to adjust to the length of grade level opening 15 opening; and turnbuckle 37c adjusts first upper vertical member 30a and fastened second upper vertical members 35a relative to first vertical member 30b and second upper vertical member 35b, and correspondingly, turnbuckle 37d adjusts third vertical member 34a and fastened fourth vertical member 36a relative to third vertical member 34b and fourth vertical member 36b as needed to adjust to the width of grade level opening 15 opening. As adjusted, flanges 29a-29h better fit to sit on lip 16.
Framework members 30a, 31a, 32a, 33a and 34a on the near side as viewed in
First lower vertical members 32a, 32b of framework 28 comprise a seat support securing a seat 40 within structure 13 below grade level opening 15. In the example for which the embodiment depicted in Fig. Sets 2-8 is described, apparatus 10 is oriented so that the seat 40 is perpendicular the plane containing the longest distance between opposing sides. Seat 40 is supported vertically by first lower vertical members 32a, 32b and secured to transect a lower portion of structure 13 under opening 15 perpendicular to the plane containing the longest distance in opposing sides of opening 15 (that is, perpendicular to the length of rectilinear structure 13). Alternatively, apparatus 10 may be oriented so that seat 40 is parallel to the plane containing the longest distance between opposing sides. Seat 40 then would be secured to transect a lower portion of structure 13 under opening 15 parallel to the plane containing the longest distance in opposing sides of opening 15 (that is, parallel to the length of rectilinear structure 13). This later orientation is illustrated as an example for the embodiment of
In the embodiments of Fig. Sets 2-8, for less restrictive airflow through apparatus 10 during normal use, seat 40 may be mounted under top opening 22, spaced from one of the opposing shorter sides of rectangular opening 15, a horizontal distance nominally equal to a fraction applied to the length of the distance separating those two shorter sides. That fraction has a numerator of 1 and a denominator that is the sum of 1 plus the number of seat and gate sets. In the embodiments of Fig. Sets 2-8, there is one seat and gate set, so the fraction is 1 over 1+1=2, or ½. Accordingly, in an arrangement of the embodiment disposed in a rectangular opening 15 in which single seat 40 is perpendicular to the length of the rectangular opening, this location is about half the longest distance between the opposing short sides of rectangular grade level opening 15, that is, about half the length of the rectangular opening 15 of structure 13. For example, if the opening 15 is rectangular and is five feet long by four feet wide, and if apparatus 10 is to be disposed in the rectangular opening with seat 40 perpendicular to the length, apparatus 10 would be constructed such that seat 40 would be placed about half of five feet (2.5 feet) from one of the shorter four feet long sides of the rectangular opening. Packaging limitations for specific sites often involve some compromise, so the term “nominal” or “about half” signifies that the seat is placed as reasonably near the location indicated by application of the fraction to the selected distance in the opening 15 as practical packaging and other constraints allow.
Seat 40 separates within apparatus 10 an “aft” lower portion 23 (which when secured in structure 13 will be proximate ventilation duct 18) and a “fore” portion 24 (which when secured in structure 13, will be distal to ventilation duct 18). Aft lower portion 23 faces and opens to the proximate portion of duct 11 ending at 18 when apparatus 10 is installed. Seat 40 has inner margins 41a, 41b, 41c, 41d defining within them a vertically oriented entrance 42 for horizontal airflow from the opening of aft lower portion 23 proximal to ventilation duct portion 18 to the fore portion 24 of apparatus 10 when apparatus 10 is secured in structure 13 and not operative preventing substantial amounts of surface storm waters from entering ventilation duct 11, 18.
Framework 28 supports a shelf 43 under at least a portion of top opening 22 and above the lower opening 42 for shielding lower opening 42 from water introduced through at least the top opening portion over shelf 43. Shelf 43 is supported and fastened to in-turned flanges 44a, 44b and fastens laterally to first horizontal members 31a, 31b of support assembly 25. Shelf 43 extends horizontally into apparatus 10 a distance terminating adjacent the top of seat 40. In an embodiment, shelf 43 extends not more than about half the longest distance in opposing sides of grade level opening 15. Shelf 43 defines below it a horizontally oriented flow passageway 45 located in aft lower portion 23. Passageway 45 leads from horizontal ventilation duct 18 to entrance 42 for airflow from ventilation duct 11, 18 into fore portion 24 beyond shelf 43. Inner margins 41a, 41b, 41c, 41d of seat 40 surround passageway 45 where it exits at entrance 42.
In the embodiments depicted in Fig. Sets 2-8, shelf 43 comprises one or more normally closed pivotally mounted shutters 46, as shown, 46a, 46b and 46c, occupying a position over horizontally oriented flow passageway 45. The shutters 46 are openable by pressure in horizontally oriented flow passageway 45 in excess of pressure in structure 13 above shutters 46 when apparatus 10 is secured in structure 13 and, as described below, entrance 42 is blocked. Pressure in horizontally oriented flow passageway 45 is the pressure in ventilation duct 11, 18 when apparatus 10 is secured in a structure 13, which is when, in operation to guard ventilation duct 11, 18 from storm water, apparatus 10 functions to block entrance 42. Shutters 46a, 46b and 46c relieve blast pressure in ventilation duct 11, 18 when entrance 42 is blocked. Pressure from ventilation duct 11, 18 sufficient to overcome the hydrostatic pressure of water than has risen above shelf 43 will blast open shutters 46a, 46b, 46c, expelling that overhead water upwardly through sidewalk grating 17 covering opening 15. This acts as a safety valve preventing blast pressure from dislodging the engagement of buoyant gate on seat 40. When the ventilation duct blast pressure subsides, shutters 46a, 46b, 46c will collapse to their normal horizontal shelf position pressed into sealing engagement by any water accumulating over them. Some leakage will occur but substantial amounts of surface water will be prevented by blocked entrance 42 from entering the ventilation duct.
A horizontal receptacle or pan 50 having a flat bottom 51, side members 52a, 52b and end members 52c, 52d is secured in the lower extremities of support assembly 25. End member 52d is fastened to a lower portion of seat 40 below seat margin 41d. Side members 52a, 52b are fastened to second horizontal members 33a, 33b. In-turned flanges 54a, 54b, respectively terminating the lower extremities of third vertical members 34a and 34b, support and fasten bottom 51. Fourth vertical members 36a, 36b fasten end member 53c. Support assembly 25 is thusly configured to position receptacle 50 in the lower fore portion 24 of apparatus 10 lower than entrance 42.
Receptacle 50 contains a buoyant gate 60 normally disposed in a horizontal position above bottom 51. Suitably a water portal 61 gives access to receptacle bottom 51 when buoyant gate 60 is in a horizontal disposition above bottom 51. Receptacle 50 and buoyant gate 60 are configured to permit water entering through portal 61 to rise beneath buoyant gate 60 and buoy it upwardly from the receptacle toward seat 40. In the depicted embodiment, buoyancy is provided at least in part by float elements 62 on the underside 63 of buoyant gate 60 extending from base 64 to top 65 of buoyant gate 60. Float elements 62 are spaced apart between the sides 66a, 66b of buoyant gate 60 to allow water entering through portal 61 to rise in receptacle 50 beneath buoyant gate 60 on bottom 51 and buoy buoyant gate upwardly. Once buoyed from receptacle 50, buoyant gate will be buoyed further upwardly by water entering structure 13 from opening 15 until gate 60 inclines about 30-45 degrees from horizontal whence it will tend to close rapidly to engage seat 40, whereupon buoyant gate 60 will block entrance 42 and obstruct water entering structure 13 through opening 15 from passing into passageway 45 and thence into ventilation duct 11, 18. Some water will be initially admitted through entrance 42 and horizontally oriented passageway 45 until closing buoyant gate 60 blocks entrance 42, but that amount of water will be relatively immaterial relative to flooding amounts that are obstructed from entering.
Buoyancy of gate 60 may be provided by any suitable manner such as a honeycombed internal structure, as conceptually indicated by reference numeral 77. Float elements 62 are shown for purposes of illustration of the concept of buoyant construction.
Buoyant gate 60 is sized to have a predetermined height at top 65 to engage seat 40 over margin 41c. In an embodiment in which apparatus 10 is to be disposed in the rectangular opening 15 with seat 40 perpendicular to the length, and in which seat 40 is spaced from one of said opposing short sides of rectangular opening 15 by a horizontal distance nominally equal to a fraction applied to the length of the distance separating those two sides, such fraction having a numerator of 1 and a denominator which is the sum of 1 plus the number of seat and gate sets (in the present embodiment, this is one set, so the fraction is 1 over 1+1=2, or ½), buoyant gate 60 may have a seat engagement height nominally equal to the space by which seat 40 is spaced from the short side of the opening 15. Thus, in an embodiment, the height of gate 60 suitably is not more than about half the longest distance in opposing sides of grade level opening 15, and has a seating surface 67 sized to engage seat 40. Seating surface 67 of buoyant gate 60 occupies a periphery 67a, 67b, 67c, 67d of buoyant gate 60 adapted to engage seat 40 adjacent inner margins 41a, 41b, 41c, 41d. Hinge 68 stationarily mounts to end 52d of receptacle 50 and to base 64 of buoyant gate 60 for pivotingly supporting buoyant gate 60 with respect to seat 40.
In an embodiment, a sloped surface declines in a direction away from the vertical seat to flow water introduced through the top opening away from the lower opening. Buoyant gate 60 includes an elevated portion 69 interiorly of peripheral seating surfaces 67a, 67b, 67c, 67d declining, i.e., diminishingly tapering as indicated at 70, away from entrance 42 toward seating surface 67c which engages seat 40 above margin 41c over horizontally oriented entrance 42 responsive to water rising in structure 13. Taper 70 has a slope effective to direct water entering structure 13 including water running off shelf away from entrance 42 and aft portion 23 when buoyant gate 60 is in a horizontal position in receptacle 50, accelerating rise of buoyant gate 60 from receptacle 50. Advantageously, elevated portion 69 has a reverse slope 71 tapering at an obtuse angle 73 from the slope of taper 70, slope 71 tapering toward seating surface 67d that engages seat 40 below margin 41d when gate 60 is raised to a position closing entrance 42. The obtuse angle 73 for reverse slope 71 moves the maximum height of elevated portion 69 (at the intersection of slopes 70 and 71) further into the fore portion 24 of apparatus 10 away from entrance 42, providing a larger airflow area at entrance 42 than would be the case if the intersection of slopes 70 and 71 described a right angle. The angles depicted in the Figures are merely illustrative of the concept.
When buoyant gate 60 is raised by rising water in structure 13 to engage seat 40, the elevated portion 69 is located interiorly of margins 41a, 41b, 41c and 41d of seat 40, peripheral seating surfaces 67a, 67b, 67c, 67d engaging their corresponding seat elements adjacent seat margins 41a, 41b, 41c and 41d.
Suitably, receptacle 50 optionally includes a drain 72 to bottom 51 for emptying water from receptacle 50 for connection to any drainage already serving or provided for structure 13 in connection with installation of apparatus 10 in a structure 13.
In an embodiment depicted in
In an embodiment depicted in
In the example of a rectilinear opening 15 and relatedly rectilinear structure 13, the arrangement of elements in the described embodiments, in which seat 40, secured to a supporting assembly adapted to be placed in structure 13, is secured to be located vertically under opening 15 and perpendicular to and about halfway along the direction of the longest distance in opposing sides of said opening, provides substantially less restrictive impediment to airflow between grade level opening 15 and ventilation ducts 11, 18 for the configuration of the embodiments described in Fig. Sets 2-8. Relatedly, in this rectilinear arrangement, the height or top 65 of buoyant gate 60, located on the fore side of seat 40 distal to ventilation duct 11, 18, is not greater than about half the longest distance in opposing sides of opening 15. In embodiments in which portal 61 is included, height 65 will be enough to provide engagement of seating surface 67c with seat 40 above margin 40c and still allow space for portal 61. Accordingly, “about half’ is used in the sense allowing adjustment accommodation for the particular size of the opening 15 and to provide substantially less restrictive airflow for the configuration of the apparatus in structure 13.
There is thus provided, in accordance with this invention, also a method for obstructing flow of surface water into a ventilation duct communicating from an underground tunnel to a structure below grade level comprising a floor and an opening at grade level having a predetermined configuration and longest distance in opposing sides of the opening. The method comprises providing one or more seating elements 40 around a horizontally oriented passageway 45 extending in a direction of the longest distance in opposing sides of said opening. This location is along that direction where substantially less restriction of airflow between opening 15 and ventilation duct 11, 18 occurs. In an embodiment, this is selected to be about half the longest distance in opposing sides of opening 15, placing seating elements about halfway along the length of the opening. The method further comprises providing a moveable buoyant gate 60 which in an open position permits flow of air between grade level opening 15 and ventilation duct 11, 18 through horizontally oriented passageway 45, and in a closed position is engageable with one or more seating elements 40 to thereby obstruct water, entering structure 13 from grade level opening 15, from flowing into horizontally oriented passageway 45, buoyant moveable gate 60 being in an open position when water level in structure 13 is insufficient to buoy gate 60 upwardly, and being in a closed position when water level in structure 13 is sufficiently high to buoy gate 60 to engage seating elements 40. The method advantageously further comprises providing one or more normally closed pivotally mounted shutters 46 above horizontally oriented passageway 45 openable by air pressure in passageway 45 in excess of fluid pressure in structure 13 above shutters 46 when gate 60 is in closed position. Further advantageously, the method comprises providing seating surface 67 on a periphery of buoyant gate 60 for engaging the one or more seating elements 40, buoyant gate 60 including an elevated portion 69 interiorly of that periphery tapering diminishingly toward a seating surface 67c which engages seat 40 above margin 41c over entrance 42 responsive to water rising in structure 13, taper 70 having a slope effective to direct water entering structure 13 from grade level opening 15 away from entrance 42 when gate 60 is in open position.
Turning now to the embodiment described in
In the embodiment of
Referring especially to
Enclosure 101 is adapted to nest within surface opening 15. As depicted surface opening 15 is rectangular. Flange 111 is welded to and spans the length of the top of side wall 104 and flange 112 is welded to and runs the length of the top of side wall 105. Flanges 111 and 112 fit on lips 16 of the shorter opposing side of rectangular ground (surface) opening 15 for nesting enclosure 101 in opening 15, for location in the portion of the ventilation system under ground (surface) opening 15, for example, in a discharge structure 13, and to support a grate 113 (shown only in outline in
Located within enclosure 101 are a plurality of supported seat and gate sets. Each set includes a buoyant gate assembly. A first buoyant gate assembly 114 and a second buoyant gate assembly 115 are arrayed in enclosure 101.
Enclosure 101 supports a shelf 116 at least a portion 117 of which is under at least a portion of top opening 103 and above lower opening 109 for shielding lower opening 109 from water introduced through at least the portion of top opening 109 over shelf 116. In an embodiment, a sloped surface 118, 119 declines in a direction away from vertical seat 121 to flow water introduced through top opening 103 away from lower opening 109. In an embodiment, sloped surface 118, 119 comprises part of shelf 116. In an embodiment, shelf 116 comprises a trough portion 117 emptying into sloped portion 118, 119.
More particularly, above upper buoyant gate assembly 115, shelf 116 comprises a horizontal trough 117 and a bipartite sloped surface 118, 119. Trough 117 comprises a plate 120 laterally welded to side walls 104, 105 and welded to an upper portion of front wall 107 below top opening 103. On the end of plate 120 opposite the end that is welded to front wall 107, a downwardly vertical flange 121 is welded along the span of plate 120 between side walls 104, 105. Flange 121 provides the seat 121 for the gate of upper gate assembly 115.
Sloped surface part 118 is a plate welded to side wall 104 and flange 121. Sloped surface plate part 119 is a welded to side wall 105 and to flange 121. Welded atop trough plate 120, spaced from side walls 104, 105 and spaced from front wall 107, is a vertical baffle 122 having a center part 123 and end parts 124, 125 obtusely angled to center part 123. Center part 123 is set back from the edge of plate 120 where flange 121 is affixed, such that the extremities of end parts 124, 125 distal from center part 123 terminate at that edge. Front wall 107, side walls 104 and 105, plate 120 and baffle 122 form trough 117. Welded atop sloped surface plate 118, spaced from sidewall 104 and extending from the extremity of baffle end part 124 to the end 126 of plate 118 distal to baffle 122 is vertical runner 127. Welded atop sloped surface plate 119, spaced from sidewall 105 and extending from the extremity of baffle end part 128 to the end 126 of plate 119 distal to baffle 122 is vertical runner 128. Plate 118 bounded by sidewall 104 and runner 127 forms chute 129, and plate 119 bounded by sidewall 105 and runner 128 forms chute 130.
With front wall 107 facing in the direction of an adjacent curb, water flooding over the curb will enter trough 117, drain through chutes 129, 130 and waterfall vertically to floor 102, with any horizontal component of the rush from chutes 129, 130 confined by back wall 106 and splashing to the bottom of enclosure 101 in which the water is confined. Thus, shelf 166 comprising trough 117 and chutes 129, 130 on bipartite sloped surface 118, 119 direct entering water away from lower opening 108 and the proximate portion of the ventilation duct.
The horizontal space area under top opening 103 and separating vertical flange 121 and the edges 126 of shelf surfaces 118, 119 from back wall 106 is open, and projected vertically downwardly in enclosure 101 is a vertical zone 131 (See
As mentioned, enclosure 101 supports a plurality of paired seat and buoyant gate sets. A first set includes first buoyant gate assembly 114, and a second set includes second buoyant gate assembly 115. First buoyant gate assembly 114 occupies a lower position in enclosure 101 than second buoyant gate assembly 115, and for clarity is sometimes called lower buoyant gate assembly 114; higher second buoyant gate assembly 115 is sometimes called upper buoyant gate assembly 114. In the embodiment of
The seat of upper gate assembly is seat 121. The seat of the lower gate assembly, further described below, is seat 178. Each seat 121, 178 may be located for less restriction of airflow through enclosure 101. In the orientation of the embodiment depicted in
In the set offset configuration depicted in
As mentioned, a plurality of gates may be arrayed vertically without offset. In such instance each seat of a set may be spaced from one of said opposing sides a distance nominally equal to said fraction applied to the mentioned fixed length.
Lower buoyant gate assembly 114 is depicted in top plan view in
A space above upper buoyant gate assembly 115 and below seat 121 and trough plate 120 and provides a first horizontal passageway 132 from zone 131 to lower opening 108. Horizontal passageway 132 fluidly communicates top opening 103 to the proximate portion 13 of ventilation duct 11 at opening 108 between front wall 107 and floor 102 of enclosure 101. This passageway under seat 121 above upper buoyant gate assembly 115 is sometimes called upper passageway 132. When the gate of upper buoyant gate assembly 115 is not seated on upper seat 121 (about which more below), air from tunnel 12 venting through ventilation duct 11 and discharge structure 13 flows through opening 108 and upper passageway 132 through vertical zone 131 to top opening 103; and vice versa, air from top opening 103 flows through vertical zone 131 to and through upper horizontal passageway 132 out opening 108 and through discharge structure 13 and ventilation duct 11 into tunnel 12.
A space over under upper buoyant gate assembly 114 and above lower buoyant gate assembly 114 provides a second horizontal passageway 133 from vertical zone 131 to opening 108 also fluidly communicating top opening 103 to the proximate portion 13 of ventilation duct 11 at opening 108 between front wall 107 and floor 102 of enclosure 101. This passageway over lower buoyant gate assembly 114 is sometimes called lower passageway 133. When the buoyant gate of gate assembly 114 is not seated on its paired seat (about which, more below), air from tunnel 12 venting through ventilation duct 11 and discharge structure 13 flows through opening 108 and lower passageway 133 through vertical zone 131 to top opening 103; and vice versa, air from top opening 103 flows through vertical zone 131 to and through lower horizontal passageway 133 out opening 108 and through discharge structure 13 and ventilation duct 11 into tunnel 12. When lower passageway 133 is open, so also will be upper passageway 132, for the buoyant gate of upper gate assembly 115 does not elevate to close onto seat 121 until lower passageway 133 is blocked, as described below, to prevent water poured into enclosure 101 from passing through lower passageway 133 past opening 108 into discharge structure 13, thence to ventilation duct 11.
Referring to
Referring now particularly to
A gasket 154 suitably of EPDM rubber (ethylene propylene diene M-class rubber) material is affixed to the inner side of vertical plate 135 of pan 134 and to buoyant gate top plate 137 to seal gate 136 to the interior of pan 134 so that water rising in pan 134 does not escape pan 134 and spill over the top of vertical plate 135 and pass into opening 108. Referring to
Referring to
Referring to
A flange 176 extends the length of lower plate 164 of upper pan 163 and is welded on its upper arm 177 to the end of lower plate 164 remote from vertical plate 165 of pan 163. The vertical free arm 178 of flange 176 forms a seat 178 for lower buoyant gate 136. Seat 178 and buoyant gate 136 are a set for operation to block flow of water through lower passageway 133. Seat 178 is mounted vertically relative to the portion of horizontal lower passageway 133 under seat 178 that fluidly communicates beyond such portion to top opening 103 and to the proximate portion 13 of ventilation duct 11. Upper buoyant gate 166 is part of a seat and buoyant gate set of which the vertical part of flange 121 affixed under shelf 116 is seat 121.
Thus as explained, in the embodiment of
Airflow is limited by the smallest opening through which the air travels. In the ventilation system depicted in
Another reason for employing a plurality of seats is because air flow through the enclosure to the ventilation system can maintained longer during flooding conditions as the number of seat and buoyant gate sets increases. This is because each set establishes an additional horizontal passageway under a seat of a set (like passageways 132, 133) that can be kept open as lower horizontal passageways are closed off by action of lower buoyant gates as water rises in the enclosure.
Thus as respects the set of lower buoyant gate 136 and its paired seat 178, buoyant gate 136 including its pivotation mount is positioned lower than its seat 178 and lower than lower horizontal passageway 133 (which is between lower buoyant gate 136 and its companion seat 178). In normal condition when no flooding is occurring, buoyant gate 136 is normally disposed horizontally. As depicted schematically in
As respects the paired set of upper buoyant gate 166 and its seat 121, buoyant gate 166 including its pivotation mount is positioned lower than its seat 121 and upper horizontal passageway 132 under seat 121. In normal condition when no flooding is occurring, or if as depicted in
Operationally, when no flooding situation is occurring, enclosure 101 acts to allow free flow of air between top opening 103 and lower opening 108 proximate discharge structure 13 and then through ventilation duct 11 into tunnel 12, and vice versa. When waters pour into top opening 103, they are collected in trough 117 and chuted through chutes 129, 130 into a portion of vertical zone 131 between the front end 140 of lower gate 136 and back wall 106 where they fall to the bottom of enclosure 101, run under pan 134 and rise in pan 134 of lower buoyant gate assembly 114, prevented from escaping pan 134 into lower opening 108 by gasket 154. As water rises in pan 134, buoyant gate 136 elevates pivotingly on hinge pin 145 of hinge assemblies 151, 152 and 153. The rate of rise is rapid for amount of water pouring into enclosure 101 in a street flooding situation is voluminous. Gate 136 rises until it engages seat 178, closing lower passageway 133 while leaving an air passage through upper passageway 132. In a street flooding condition, water will continue to pour rapidly into enclosure 101, and upper buoyant gate 166 will quickly buoyantly elevate as did lower buoyant gate 136 and, until engaging seat 121, will continue to allow air to pass through upper passageway 132, closing upper passageway 132 when upper buoyant gate 166 engages seat 121.
Enclosure 101 is fitted with a weep drain 179 in floor 102. Drain 178 is connected to drainage piping of ventilation duct 11, which in turn flows into the subway pumping system. Water accumulating in enclosure 101 is continually metered through drain 178 into the subway pumping system. As storm rain subsides and storm sewers eventually are no longer fully charged and can begin to accept water from flooded streets lowering the street ponds below curb level, the water captured in enclosure 101 and prevented from entering ventilation duct 11 will drain through weep drain 179, buoyant gate 166 will disengage from seat 121, air flow through upper passageway 132 will resume (until as in
A brace 180 spanning side walls 104, 105 adds structural rigidity to enclosure 101.
It will be seen therefore, that there is provided a method of preventing downward flow of substantial amounts of surface storm water into an underground ventilation duct communicating upwardly to a surface opening, comprising (i) interposing, between surface opening 15 and ventilation duct 11, a chamber or enclosure 101 upwardly open at 103 in fluid communication with surface opening 15 and opening at 108 in a lower portion of the enclosure for venting communication through enclosure 101 with a proximate portion 13 of ventilation duct 11; (ii) providing at least one set of at least one seat 178 (and if a plurality of sets, e.g., seat 121) and at least one buoyant gate 136 (and if a plurality of sets, e.g., buoyant gate 165) in enclosure 101, each seat being mounted vertically relative to a horizontal portion of a passageway under the seat for fluidly communicating beyond such horizontal portion to the top opening 103 and to the proximate portion 13 of ventilation duct 12, each buoyant gate including a pivotation mount and being positioned lower than the seat and the passageway, being normally disposed horizontally, being of sufficient size to block the passageway, and being responsive to water rising in the enclosure by floatingly pivoting upwardly until vertically engaging the seat on at least an end portion of the buoyant gate distal to the pivotation mount, blocking the passageway, such enclosure holding water when a buoyant gate of a set engages a seat of a set, the enclosure allowing ventilation between the top opening and the ventilation duct so long as rising water in the enclosure has not closed every buoyant gate on every seat in every set.
There is also provided, as explained in application to the several embodiment described above, a method for providing less restrictive airflow through a support structure interposed in a underground ventilation duct system between a ventilation duct and a surface opening of the ventilation duct to prevent downward flow of substantial amounts of surface water into the ventilation duct, the support structure having a top opening for fluid communication with the surface opening, a support floor, and an opening in a lower portion of the support higher than the support floor for fluid communication with a proximate portion of the ventilation duct, the surface opening having a fixed length between selected opposing sides of the opening. The method comprises providing in the structure one or more sets each comprising a seat and a paired buoyant gate normally disposed perpendicular to the seat, arranging each the set in the support to provide airflow from the lower portion opening to the surface opening that is a nominal fraction of the airflow from the ventilation duct to the surface opening absent presence of the apparatus, the fraction having the numerator 1 and a denominator which is the sum of 1 plus the number of the sets, the seat of at least one set being mounted under the top opening spaced from one of the opposing sides a distance nominally equal to the fraction applied to the fixed length, the buoyant gate of a set having a seat engagement height nominally equal to the fraction applied to the fixed length, being positioned lower than the seat, and responsive to water rising in the support by floatingly upwardly until engaging the seat and blocking passage for air flow under the seat.
In one application of this method, when there are a plurality of spaced vertically arrayed sets, each seat of a set is spaced from one of the opposing sides a distance nominally equal to the fraction applied to the fixed length. In another application of this method, in which there are a plurality of vertically arrayed sets and in which each higher set is horizontally offset from the set next below it and toward the lower portion opening, the seat of the uppermost set is spaced from one of the opposing sides a distance nominally equal to the fraction applied to the fixed length, and each seat of a next lower set is spaced from one of the opposing sides a distance nominally equal to the fraction applied to the fixed length multiplied by the sum of 1 plus the number of sets above it, the buoyant gate having a seat engagement height
As has been explained, embodiments of the invention prevent substantial amounts of water from entering the ventilation ducts of ventilation systems of underground chambers and tunnels or other underground structures having a ventilation duct. The expression “substantial amounts” is used merely to avoid the impression that the arrangement of elements in the embodiments entirely prevents water from gaining entrance into the ventilation system. As described in the case of subways, extant subway pump systems can hand handle some water gaining entrance into ventilation ducts from rainfall, but can be overwhelmed by substantial amounts of water entering the system as can occur when storm sewers are fully charged and surging causing street flooding to override curbs and pour through sidewalk grated subway vent openings. In the embodiments, there will be some leakage around seals and by seats but substantial amounts of water will be prevented from entering the ventilation system.
The above disclosed subject matter is to be considered illustrative, and not restrictive, and the appended claims are intended to cover all modifications, enhancements, and other embodiments that fall within the true scope of the present invention, which to the maximum extent allowed by law, is to be determined by the broadest permissible interpretation of the following claims and their equivalents, unrestricted or limited by the foregoing detailed descriptions of embodiments of the invention.
This application claims priority to U.S. provisional application 61/011,690, filed Jan. 18, 2008, the entirety of the contents of which are incorporated herein by reference.
Number | Name | Date | Kind |
---|---|---|---|
2459140 | Arne | Jan 1949 | A |
3015342 | Price | Jan 1962 | A |
3111078 | Breckenridge | Nov 1963 | A |
4832527 | Bachmann | May 1989 | A |
6623209 | Waters, Jr. | Sep 2003 | B1 |
7101114 | Waters, Jr. | Sep 2006 | B1 |
7234894 | Flury | Jun 2007 | B1 |
7270498 | Albanese | Sep 2007 | B1 |
Number | Date | Country |
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2371324 | Jul 2002 | GB |
2371584 | Jul 2002 | GB |
Number | Date | Country | |
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20090185864 A1 | Jul 2009 | US |
Number | Date | Country | |
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61011690 | Jan 2008 | US |