Abstract:
Systems, devices, apparatus, and methods of moving a door, over a water conveyances. Locking the door can be by rotating bolt heads attached to cams. Rotating heads causes cams to press the door against tracks. A strip can be compressed between the door and track to prevent flow. Slidable doors can move to allow water overflow. The door can slide so water can flow underneath. A secondary door can slide within an opening in a door. A half panel can have an upper opening located in a wall, to close or allow water flow. A channel can have grooves in sides of an opening, where a door can slide to different heights to close or allow flow.

Description:
This invention is a Continuation-In-Part of U.S. patent application Ser. No. 12/823,727 filed Jun. 25, 2010, now U.S. Pat. No. 8,425,150, which is a Continuation-In-Part of U.S. patent application Ser. No. 12/533,806 filed Jul. 31, 2009, now U.S. Pat. No. 8,393,827. The entire disclosure of each of the applications listed in this paragraph are incorporated herein by specific reference thereto. 
    
    
     FIELD OF THE INVENTION 
     This invention relates to water damper controls for storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, and in particular to devices, apparatus, systems and methods of using a damper panel system to isolate a water treatment control structure from unwanted water inflow where a slidable doors can be sealed in place with rotatable cams pushing one side of the door against portions of the tracks, so that operators can unlock the sealed doors and pull out the individual doors by hand when needed, where the doors can slide upward to different height positions, and slide downward to different height position. 
     BACKGROUND AND PRIOR ART 
     There are federal clean water requirements that require water bodies such as lakes and rivers must meet strict minimal water quality specifications. To achieve these requirements, stormwater drainage pipes often require treatment before conveying stormwater into receiving water bodies. As a result, a wide variety of technologies have been developed to treat stormwater and improve the water quality. A common variety of stormwater treatment systems are hydrodynamic separators such as baffle type boxes and vortex systems. However, over time stormwater treatment systems often will fill with collected debris and will require service to remove the collected debris. 
     The servicing of a stormwater treatment structure typically requires the use of a vacuum truck that will suck out the collected solids and water within the structure. After the vacuum truck removes the debris and water from the stormwater structure, the vacuum truck transfers those contents to a processing facility for proper disposal. However, servicing stormwater structures is often complicated by unwanted water flow running into the stormwater structures during the service procedure. This unwanted water flow typically originates from high water levels in lakes and rivers adjacent to the treatment structure, or from an upstream base flow. 
     While the vacuum truck is removing water and debris from the treatment structure, water sometimes continues to flow in. Often the amount of water flowing into the treatment structure during servicing exceeds the rate at which the vacuum truck can remove the water. Having water enter the stormwater structure during servicing procedure reduces the effectiveness and efficiency of the service procedure and results with having the vacuum truck to dispose of additional water. 
     There have been attempts over the years to try to use various damper or gate type systems, such as the aluminum slide and weir gates manufactured by Northcoast Valve &amp; Gate Inc., and slide gates manufactured by Halliday Products Inc. The common problem with damper or gate systems used in the prior art is that they are either difficult to install and use, or they leak badly. Additionally, these gates are too heavy and cumbersome for a single person to unlock and lift, and instead usually require two or more persons to operate which adds extra expenses and time. 
     Thus, the need exists for solutions to the above problems with the prior art. 
     SUMMARY OF THE INVENTION 
     A primary objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems to isolate waterways, such as storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways from unwanted water inflow so that gates can be easily opened when needed. 
     A secondary objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, that will reduce service treatment time and increase the effectiveness of services which will improve the removal efficiency of treatment systems and reduce servicing costs. 
     A third objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, that are easy to install and use, and will not leak. 
     A fourth objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, that can be used by a single person to lock and unlock. 
     A fifth objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, using doors in slidable tracks that dramatically reduce friction to allow the door to be lifted and removed by a single person. 
     A sixth objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, where slidable doors allow for overflow of water over the door(s). 
     A seventh objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, where slidable doors allow for underflow of water under the door(s). 
     An eighth objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, where a half panel door allows for overflow of water over the door. 
     A ninth objective of the present invention is to provide devices, apparatus, systems and methods of using door damper systems in a storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, where a slidable door can be inserted to slide within a concrete channel opening for overflow and underflow applications. 
     The novel damper system can include a track that attaches to the inside wall of a separator that is used in storm water treatment systems, manmade ponds and pools, natural lakes, ponds, actuaries and other water ways, with a damper panel that rotatably slides in place. 
     The external housing of the stormwater vault or treatment structure is commonly made of concrete, fiberglass, or plastic. The damper system track can be installed so that it makes a kind of frame around the inflow and/or outflow pipes and is attached to the inside surface of the treatment structure. A track system can be ideally sized to accommodate the damper panel. 
     The damper panel can be made of metal, fiberglass, or plastic, combinations thereof, and the like, can have a cam system mechanism along the vertical edges of the panel on one side. On the other side of the panel a rubber seal is continuous along the edge of the panel, going down one side, then across the bottom, and then up the other side. When the damper panel is lowered into the track system to block the pipe it is very loose and does not bind along the track system. When the cams are rotated the mechanism can then force the panel to wedge into the track and compress the rubber seal along the inside surface of the track. Once the cams have wedged the damper panel in place and the rubber seal is compressed against the track, the panel is locked in place and it will not leak water from the pipe into the storm water vault. 
     The cams can be rotated to either lock the damper panel in place or release the damper panel. The cams can be either rotated by a lever attached to the top of the cam system, or a wrench, or other tools such as but not limited to pliers, pipes, and the like. The wrench can be either hand held or socket attached to the end of a hand held pole. The advantage of attaching the socket to the end of a long pole is that a person does not need to enter the vault to rotate the cams. 
     The damper panel can have a special lifting point attachment that allows the panel to be lowered into the track system without having to enter the vault. The lifting point would have a slot that would sized to receive an approximately 1″ diameter ball such as a metal sphere attached to the end of a thin rod, and the rod would be attached to a hand held pole. The damper panel would hang vertically on the end of the hand held pole and the geometry of the sphere in the slot would allow the damper panel to freely articulate on the end of the pole without binding. By this method the damper panel can be easily lowered into the vault and placed into the damper track. 
     A plurality of wheels on each side of the panel assembly can allow for the panel assembly to easily ride up and down in the tracks. 
     The separate rotatable cams in each of the tracks can be replaced by single elongated cams that can have paddle or wedge shapes. Alternatively, the invention can use removable wedges that when driven into place compress and water seal the damper panel in place. 
     A preferred embodiment of a damper system for storm water treatment vault structures, can include a frame attached to an inner wall of a vault structure, the frame having an opening therethrough, tracks attached to the frame about the opening, a door having wheels along outer side edges, the wheels of the door being slidably received within the tracks, the door having an open position for allowing water to flow into the vault structure and a closed position for preventing water from passing into the vault structure, and moveable members along one side face of the door for pushing the door against portions of the track to seal the door against water intrusion. 
     The moveable members can include rotatable cams along perimeters of side edges of the door, the cams having an unlocked position where the door is loosely seated in the tracks and a locked position where the door is pushed against one side of the tracks, wherein the locked position prevents water from passing about edges of the door. 
     The removable tool can be a hand wrench for rotating the cams from the unlocked to the locked position. The removable tool can be a socket wrench for rotating the cams from the unlocked to the locked position. 
     The moveable members can be a single elongated rotatable cam on each side edge of the door. Alternatively, the moveable members can include a plurality of rotatable cams on each side edge of the door. 
     An elongated seal members between perimeter edges of the door and the one side of the track, can be used wherein the cams in the locked position causes the door to compress the elongated sealing members against the one side of the track so that water is sealed and prevented from entering about the edges of the door. 
     A handle can be attached to the door for raising and lowering the door. An elongated tool having an end portion can attach to and detach to the handle. The elongated tool can have a hook end, wherein lifting the handle raises the door from the tracks, and allows the storm water to enter into the vault structure. 
     A preferred method of locking and unlocking slidable doors in a storm water vault structure in order to service the vault structure, can include the steps of providing a door having wheels on sides of the door, sliding the wheels within tracks against an inlet wall of a storm water structure, providing the sides of the door with rotatable cams, locking the door in the tracks by rotating the rotatable cams so that the cams push one side of the door against a portion of the tracks, and unlocking the door rotating the rotatable cams in a counter direction so that the door against loosely sits in the tracks. 
     The method can further include the steps of providing elongated gasket members along side edges of the door, and sealing the door against the tracks by the locking of the door which compresses the elongated gasket members. 
     The method can further include the step of removing storm water in the vault structure after the door is sealed in place with as vacuum truck before physically servicing the interior of the vault structure. 
     The method can further include the step of selectively locking the door in a lower position wherein water flows over the door. The method can further include the step of selectively locking the door in an upper position wherein water flows under the door. 
     Another embodiment of the damper system for storm water treatment vault structures, can include a frame attached to an inner wall of a vault structure, the frame having an opening therethrough, tracks attached to the frame about the opening, a slidable door having outer side edges being slidably received within the tracks, the slidable door having a lower position for allowing water to flow over the door into the vault structure and an upper position for allowing the water to flow under the door into the vault structure, and the door having closed position for preventing the water from flowing into the vault, and a member for raising and lowering and closing the slidable door. 
     The system can include rollers on each of the side edges of the slidable door. The system can include cams for locking the door into different height positions within the tracks. 
     The slidable door can include a door in door version with a primary door that slides in tracks, and a secondary door smaller than the primary door, the secondary door slides up and down in tracks on the primary door. 
     Another version can use a half panel door allows for overflow of water over the door. 
     A still another version can allow for a slidable door can be inserted to slide within a concrete channel opening for overflow and underflow applications. 
     Further objects and advantages of this invention will be apparent from the following detailed description of the presently preferred embodiments which are illustrated schematically in the accompanying drawings. 
    
    
     
       BRIEF DESCRIPTION OF THE FIGURES 
         FIG. 1  is a top perspective view of a prior art concrete storm water handling vault. 
         FIG. 2  is a perspective cut-away sectional view of a vault with novel damper system ready to install. 
         FIG. 3  shows the damper system installed in the vault shutting off water flow. 
         FIG. 4  shows the damper panel assembly removed from the damper frame allowing water to flow. 
         FIG. 5  is a front view of the damper system of  FIG. 2 . 
         FIG. 6  is a side view of the damper system of  FIG. 5 . 
         FIG. 7  is a front perspective view of the damper system of  FIG. 5 . 
         FIG. 8  is a rear perspective view of the damper system of  FIG. 5 . 
         FIG. 9  is a front perspective view of the damper system of  FIG. 5  with damper panel removed. 
         FIG. 10  is a rear perspective view of the damper system of  FIG. 5  with damper panel removed. 
         FIG. 11  is a rear view of the damper panel used in the damper system of  FIG. 5 . 
         FIG. 12  is a side view of the damper panel of  FIG. 11 . 
         FIG. 13  is a front view of damper panel of  FIG. 11 . 
         FIG. 14  is a perspective enlarged view of the panel locking system of the damper system of  FIG. 5  in a locked configuration. 
         FIG. 15  is a perspective enlarged view of the panel locking system of  FIG. 14  in an unlocked configuration. 
         FIG. 16  is a top view of the panel locking system of  FIG. 14  along arrows  16 Y in a locked configuration. 
         FIG. 17  is a top view of the panel locking system of  FIG. 15  along arrows  17 Y in an unlocked configuration. 
         FIG. 18  is a top view of the panel locking system of  FIG. 14  along arrows  18 Y showing an open-ended wrench being used to lock the panel into the panel frame. 
         FIG. 19  is a top view of the panel locking system of  FIG. 18  along arrows  19 Y showing open-ended wrench being used to unlock the panel from the panel frame. 
         FIG. 20  is a bottom view of the panel locking system of  FIG. 14  along arrows  20 Y showing the stop-block arresting the counter-clockwise motion of the cam. 
         FIG. 21  is a bottom view of the panel locking system of  FIG. 20  along arrows  21 Y showing the stop-block arresting the clockwise motion of the cam. 
         FIG. 22  shows an upper view of the damper panel system in water, with a remote socket wrench tool ready to engage the damper release hex. 
         FIG. 22A  is an enlarged partial view of  FIG. 22  showing the socket on the tool ready to engage the damper release hex. 
         FIG. 23  shows an upper view of the damper panel system in water with a remote socket wrench tool engaged to damper release hex. 
         FIG. 23A  is an enlarged partial view of  FIG. 23  showing the socket on the tool ready to unlock the damper release hex. 
         FIG. 24  shows a perspective view of a remote panel lifting hook tool preparing to engage the lift handle on the damper panel that is attached the damper panel system. 
         FIG. 25  is another view of  FIG. 24  showing the remote panel lifting hook tool lifting the damper panel from the panel frame. 
         FIG. 26  is a perspective view of a person grasping the damping panel handle preparing to lift the panel from the frame. 
         FIG. 27  is another view of  FIG. 26  showing the person lifting the damping panel from the frame. 
         FIG. 28  is a perspective view of a hook tool used in  FIG. 24 . 
         FIG. 28A  is an enlarged view of the hook end and ball on the hook tool of  FIG. 28 . 
         FIG. 29  is a side view of hook tool of  FIG. 28 . 
         FIG. 29A  is an enlarged view of the hook end and ball on the hook tool of  FIG. 29 . 
         FIG. 30  is a side view of the remote socket wrench tool used in  FIGS. 22 ,  22 A,  23  and  23 A. 
         FIG. 30A  is an enlarged view of the socket part of the tool of  FIG. 30 . 
         FIG. 31  is a perspective view of the remote socket wrench tool of  FIG. 30 . 
         FIG. 31A  is an enlarged view of the socket part of the tool of  FIG. 31 . 
         FIG. 32  is a perspective cut-away view of a “flow-over” door system shown with the door down. 
         FIG. 33  is a perspective cut-away view of the flow-over door system of  FIG. 32  with the door pulled half way up in the door tracks. 
         FIG. 34  is a perspective cut-away view of the flow-over door system of  FIG. 33  with the door pulled up fully 
         FIG. 35  is a perspective cut-away view of a “door-in-a-door” system with the primary flow through door removed. 
         FIG. 36  is a perspective cut-away view of the door-in-a-door system of  FIG. 35  with the primary door installed half way. 
         FIG. 37  is a perspective cut-away view of the door-in-a-door system of  FIG. 36  with the primary door fully installed. 
         FIG. 38  is a perspective cut-away view of the door-in-a-door system of  FIG. 37  with secondary smaller door installed half way. 
         FIG. 39  is a perspective cut-away view of the door-in-a-door system of  FIG. 38  with secondary door fully installed. 
       Primary and Secondary Doors with Underflow and Overflow 
         FIG. 40  is a front perspective of Inflow outflow (I.O.) vault with primary and secondary door assemblies. 
         FIG. 41  is a rear perspective view of the primary and secondary door assemblies installed in the vault of  FIG. 40 . 
         FIG. 42  is a front perspective view of the vault of  FIG. 40  with the primary door assembly locked half open to reveal an underflow passage for storm water flow. 
         FIG. 43  is a front perspective view of the vault of  FIG. 40  with the primary door assembly removed. 
         FIG. 44  is a front perspective view of the vault of  FIG. 40  with the combined primary and secondary door assemblies removed. 
         FIG. 45  is a front perspective exploded view of the vault with the primary and secondary door assemblies removed and separated. 
         FIG. 46  is a front perspective view of the primary door assembly of  FIG. 1 . 
         FIG. 46A  is an enlarged view of the lock and wheel mechanism detail of the primary door of  FIG. 46  in a “wheels locked/door unsealed” condition. 
         FIG. 46B  is an enlarged view of the lock and wheel mechanism detail of the primary door of  FIG. 46  in a “wheels unlocked/door sealed” condition. 
         FIG. 47  is a top view of  FIG. 41  along arrow  47 Y of the primary and secondary door assemblies installed into the secondary door frame which is attached to the vault. 
         FIG. 47A  is an enlarged view of the lock mechanism detail of the primary door assembly of  FIG. 47  shown with cam locks engaged and foam rubber seal pressed against the inside of the frame. 
         FIG. 47B  is an enlarged view of the lock mechanism detail of the primary door assembly of  FIG. 47  shown with wheels locked and engaged with the frame for ease of door removal. 
         FIG. 48  is a rear perspective view of the primary door assembly of the preceding figures. 
         FIG. 49  is a top view of the primary door assembly of  FIG. 48 . 
         FIG. 50  is a bottom view of the primary door assembly of  FIG. 48 . 
         FIG. 51  is a side view of the primary door assembly of  FIG. 48 . 
         FIG. 52  is a front perspective view of the secondary door assembly of the preceding figures. 
         FIG. 52A  is an enlarged view of the lock mechanism detail of the secondary door assembly of  FIG. 52  shown in a “door sealed” condition. 
         FIG. 52B  is an enlarged view of the lock mechanism detail of the secondary door assembly of  FIG. 52  shown in the “door unsealed” condition. 
         FIG. 53  is a top view of  FIG. 41  along arrow  53 Y of the primary and secondary door assemblies installed into the secondary door frame which is attached to the vault. 
         FIG. 53A  is an enlarged view of the lock mechanism detail of the secondary door assembly of  FIG. 53  shown with cam locks engaged and foam rubber seal pressed against the inside of the frame. 
         FIG. 53B  is an enlarged view of the lock mechanism detail of the secondary door assembly of  FIG. 53  shown with the cam locks disengaged from the frame. 
         FIG. 54  is a rear perspective view of the secondary door assembly of the previous figures. 
         FIG. 55  is a top view of the secondary door assembly of  FIG. 54 . 
         FIG. 56  is a bottom view of the secondary door assembly of  FIG. 54 . 
       Half-Panel Door Damper System 
         FIG. 57  is a front perspective view of a half-panel door damper system. 
         FIG. 58  is a rear perspective view of the half-panel door damper system of  FIG. 57 . 
         FIG. 59  is a front perspective of the half-panel system of  FIG. 57  showing the door locked half up to reveal an underflow passage for storm water flow. The size of this passage can be adjusted by locking the door in different positions. 
         FIG. 60  is a front perspective view of the half-panel system of  FIG. 57  showing the door locked half down to reveal an overflow passage for storm water flow. Like the underflow passage, the size can be adjusted by locking the door in different positions. 
         FIG. 61  is a front perspective view of the half-panel system of  FIG. 57  showing the door all the way down to reveal maximum overflow passage for storm water flow. 
         FIG. 62  is a front perspective view of the half-panel system of  FIG. 57  showing the door removed from the frame. 
         FIG. 63  is a front perspective view of the half-panel panel door assembly of  FIG. 57 . 
         FIG. 63A  is an enlarged view of the lock and wheel mechanism of FIG.  63 ## 
         FIG. 63B  is an enlarged view of the lock and wheel mechanism of FIG.  63 ## 
         FIG. 64  is a top view of the half-panel door assembly of  FIG. 58  along arrow  64 Y locked into the frame. 
         FIG. 64A  is an enlarged view of the lock and wheel mechanism detail of the half-panel door assembly of  FIG. 64  shown with cam locks engaged and foam rubber seal pressed against the inside of the frame. 
         FIG. 64B  is an enlarged view of the lock and wheel mechanism detail of the half door assembly of  FIG. 64  shown with wheels locked and engaged with the frame for ease of door removal. 
         FIG. 65  is a rear perspective view of the half-panel door assembly of  FIG. 57 . 
         FIG. 66  is a top view of the half-panel door assembly of  FIG. 65 . 
         FIG. 67  is a bottom view of the half-panel door assembly of  FIG. 65 . 
         FIG. 68  is a side view of the half-panel door assembly of  FIG. 65 . 
       Concrete Channel Installation 
         FIG. 69  is a front perspective view of a concrete damper system installed into a concrete channel with the frame inserted into the concrete. 
         FIG. 70  is a rear perspective view of the concrete damper system of  FIG. 69  installed into a concrete channel. 
         FIG. 71  is a front perspective view of the concrete channel damper system of  FIG. 69  showing the door locked half up to reveal an underflow passage for storm water flow. 
         FIG. 72  is a front perspective view of the concrete channel damper system of  FIG. 69  showing the door removed from channels. 
         FIG. 73  is a front perspective of the concrete channel damper system showing door and channel removed. 
         FIG. 74  is a top view of the concrete channel damper system of  FIG. 69 . 
         FIG. 74A  is an enlarged view of the lock and wheel mechanism detail of the channel damper door assembly of  FIG. 74  shown with cam locks engaged and foam rubber seal pressed against the inside of the frame. 
         FIG. 74B  is an enlarged view of the lock and wheel mechanism detail of the channel damper door assembly of  FIG. 74  shown with wheels locked and engaged with the frame for ease of door removal. 
     
    
    
     DESCRIPTION OF THE PREFERRED EMBODIMENTS 
     Before explaining the disclosed embodiments of the present invention in detail it is to be understood that the invention is not limited in its applications to the details of the particular arrangements shown since the invention is capable of other embodiments. Also, the terminology used herein is for the purpose of description and not of limitation. 
     A list of components will now be described.
       10 . Concrete storm water handling vault.     20 . Storm water inflow.     30 . Storm water outflow.     40 . Vault wall.     40 A. Inner wall     50 . Novel damper system with wheels.     60 . Vault inlet.     70 . Vault outlet pipe.     80 . Composite frame.     90 . Novel panel assembly with wheels.     95 . Grooves in side edges of panel  92 .     100 . Panel lift handle.     110 . Front wall of composite frame.     112 / 114 . Parallel Tracks(left channel and right channel)     116 . Lower channel of front wall.     120 . Damper panel release hex.     130 . Frame mounting holes.     140 . Frame mounting flange.     150 . Frame gussets(such as angled strengthening members)     160 . Back wall of composite frame.     170 . Articulating panel support wheel.     180 . Panel.     190 . Foam rubber panel seal/gasket members     200 . Lock release rod.     210 . Damper panel stiffener brace.     220 . Damper panel cam-lock.     230 . Wheel toggle locking bar.     240 . Panel mounted hinge upon which wheel brackets are affixed allow wheels to articulate.     250 . Lock release rod mount block.     260 . Wheel mount bracket.     270 . Stop block prevents cam over-travel in locked or unlocked configuration.     280 . Socket Wrench Tool to lock and unlock panel.     285 . Hex head     289 . Hand wrench     290 . Panel cutout to clear support wheel.     300 . Water pressure.     310 . Cam-lock mounting bar welded to lock release rod.     320 . Storm water in vault.     330 . wrench tool for remote unlocking of panel assembly.     340 . Socket for engaging panel release hex.     350 . Universal joint for all-angle operation of remote socket wrench tool.     360 . Hook tool for remote lifting of panel assembly.     370 . Person.     380 . Telescoping tube handle.     390 . Ball on hook end to prevent panel lift handle slip.     400 . Reinforced lift hook.     10 . Concrete storm water handling vault.     40 . Vault wall.     510 . Inflow Outflow Door Damper System.     520 . Secondary door frame bolts to vault.     522 . Inside wall of frame     530 . Frame gusset.     540 . Primary door assembly.     550 . Secondary door assembly.     560 A. Large storm water inflow opening cut into vault.     560 B. Half storm water inflow opening cut into vault     570 . Primary door lift handle.     580 . Primary damper panel.     590 . Panel stiffener brace.     600 . Panel centering bushings center panel in secondary door frame.     610 . Articulating panel support wheel.     620 . Panel and wheel release hex for primary door.     630 . Panel cam lock.     640 . Lock release rod mount block.     650 . Panel and wheel lock release rod for primary door or half-panel door.     660 . Panel mounted hinge upon which wheel brackets are affixed to allow wheels to articulate.     670 . Wheel mounting bracket.     680 . Wheel toggle locking bar.     690 . Primary door frame is mounted to secondary door.     692 . Inside wall of frame  690       700 . Foam rubber panel seal.     710 . Secondary damper panel.     720 . Panel centering bushings center panel in secondary door frame.     730 . Secondary door panel and frame stiffeners.     740 . Panel lock rod for secondary door.     750 . Panel release hex for secondary door.     760 . Secondary door gussets.     770 . Half-panel Door Damper System.     780 . Half-panel door assembly.     790 . Half-panel frame.     792 . Inside wall of frame     800 . Half-panel panel seal plate.     810 . Panel release hex for half-panel door.     820 . Half-panel damper panel.     830 . Concrete channel for storm water flow.     840 . Frame for the door assembly is recessed into concrete channel.     850 . Recess in concrete for frame.     860 . Adjustable storm water passage for inflow outflow door system.     860 A. Underflow passage for half-panel     860 B. Overflow passage for half-panel     870 . Concrete channel damper system   

     The invention is a Continuation-In-Part of U.S. patent application Ser. No. 12/823,727 filed Jun. 25, 2010, which is a Continuation-In-Part of U.S. patent application Ser. No. 12/533,806 filed Jul. 31, 2009, both of which are incorporated by reference. 
       FIG. 1  is a top perspective view of prior art type concrete storm water handling vault  10  that can have four vault walls  40  with storm water  20  inflow coming in through an inlet opening  60  into the vault  10  and eventually flow out  30  through an outlet pipe  70 . The external housing of the stormwater vault  10  or treatment structure is commonly made of concrete, fiberglass, or plastic. 
       FIG. 2  is a cut-away perspective section view of the  FIG. 1  vault  10  with novel damper system  50  invention ready to be installed to an inner wall  40 A over the inlet port  60  to the vault  10 .  FIG. 3  shows the damper system  50  installed in the vault  10  shutting off water flow with storm water  320  within the vault.  FIG. 4  shows the damper panel assembly  90  removed from the damper frame  80  allowing water to flow  20  to flow through vault inlet  60 . 
     The novel damper system  50  can include a composite frame assembly  80  that can attach to the inner surface of the wall  40  about the inlet port  60  by fasteners, such as but not limited to bolts, screws, and the like. Once installed, a damper panel assembly with wheels  90  can slide into parallel tracks  112 ,  114  in the frame assembly  80  to close off the inlet port  60 . 
       FIG. 5  is a front view of the damper system  50  of  FIG. 2 .  FIG. 6  is a side view of the damper system  50  of  FIG. 5 .  FIG. 7  is a front perspective view of the damper system  50  of  FIG. 5 .  FIG. 8  is a rear perspective view of the damper system  50  of  FIG. 5 . 
     The damper panel  90  can be made from metal such as but not limited to aluminum, galvanized metal, stainless steel, fiberglass, plastic or combinations thereof. 
     Referring to  FIGS. 5-8 , frame mounting holes  130  through the U-shaped frame mounted flange  140  of the frame assembly  80  allow for the fasteners to be used to attach the frame assembly  80  to the inner wall  40 A of the vault  10 . Frame gussets, such as angled strengthening members  150  support the U-shaped flange to the tracks  112 ,  114 . The damper panel  90  can slide along the parallel tracks  112 ,  114  and sit against a lower channel  116 . Across the top of the damper panel  90  is a panel lift handle  100 , that can be fastened along bent outer edges by fasteners, such as screws and bolts. The damper panel release hex  120  whose operation of which will be described in greater detail later in reference to  FIGS. 14 ,  15 ,  18 ,  19 . 
       FIG. 9  is a front perspective view of the damper system  50  of  FIG. 5  with damper panel  90  removed from the frame  80 .  FIG. 10  is a rear perspective view of the damper system  50  of  FIG. 5  with damper panel  90  removed from the frame  80 .  FIG. 11  is a rear view of the damper panel  90  used in the damper system  50  of  FIG. 5 .  FIG. 12  is a side view of the damper panel of  90   FIG. 11 , and  FIG. 13  is a front view of damper panel  90  of  FIG. 11 . 
     Referring to  FIGS. 9-13 , the novel frame  80  includes a back wall  160  of the frame behind the front wall  110 . The panel assembly  90  includes a generally rectangular panel  180 , having a plurality of articulating panel support wheels along both the right and side edges of the panel  180 , with each of the wheels positioned within grooves  95  in the side edges of the panel  180 . A preferred embodiment has three wheels  170  each on wheel mount brackets  260  along each of the right and left side edges of the panel  180  that are moveable by wheel toggle locking bars  230 . Panel mounted hinges  240  are located along both the right and left sides of the panel  180  on which the wheel brackets  260  are affixed and which allow the wheels  170  to articulate. 
     A foam rubber panel seal  190  having a continuous U shaped configuration can be located on the rear side of the panel  180 , and in operation can provide a waterseal between panel  180  and the rear wall  160  of the frame  80 . Handle  100  can have a base attached by fasteners, such as screws, bolts, and rivets to a damper panel stiffener brace  210 . 
     A lock release rod  200  can have an upper end with a damper panel release hex  120  that allows the rod  200  to be rotated clockwise or counterclockwise. The rod  200  can pass through three lock release rod mount blocks  250  that are arranged on both the left and right sides of the panel  180 . A pair of damper panel cam-locks  220  can be arranged on both the left and right sides of the panel and can be controlled by the rotatable rod  200 . Stop blocks  270  can be used to prevent cam over-travel in locked or unlocked configurations, and which will be described in further detail below. 
     As discussed the frame  80  has a left channel  112 , and right channel  114  and lower channel  116  that are formed between a front wall  110  and a rear wall  160 . Angled frame gussets  150  add strength support to the channels  112 ,  114 ,  116 , and holes  130  are used for fasteners to mount the frame  80  to an inner vault wall  40 A. 
       FIG. 14  is a perspective enlarged view of the panel locking system of the damper system  50  of  FIG. 5  in a locked configuration.  FIG. 15  is a perspective enlarged view of the panel locking system of  FIG. 14  in an unlocked configuration with the wrench  280  rotated counter-clockwise.  FIG. 16  is a top view of the panel locking system of  FIG. 14  along arrows  16 Y in a locked configuration.  FIG. 17  is a top view of the panel locking system of  FIG. 15  along arrows  17 Y in an unlocked configuration.  FIG. 18  is a top view of the panel locking system of  FIG. 14  along arrows  18 Y showing an open-ended wrench  280  being used to lock the panel into the panel frame.  FIG. 19  is a top view of the panel locking system of  FIG. 18  along arrows  19 Y showing open-ended wrench  280  being used to unlock the panel  180  from the panel frame  80 .  FIG. 20  is a bottom view of the panel locking system of  FIG. 14  along arrows  20 Y showing the stop-block  270  arresting the counter-clockwise motion of the cam  220 .  FIG. 21  is a bottom view of the panel locking system of  FIG. 20  along arrows  21 Y showing the stop-block  270  arresting the clockwise motion of the cam  220 . 
     Referring to  FIGS. 14-21 , the socket wrench tool  280  can have a socket  285  that fits about damper panel release hex  120 (such as a hex head of a bolt). 
       FIGS. 14 and 16  show the panel in a lock position with the cam-lock  220  abutting against the front wall  110  of the composite frame  80 , and the foam rubber panel seal  190  compressed between the panel  180  and the back wall  160  of the composite frame  80 . The articulating support wheel(s)  170  are shown articulated(angled) by the panel mounting hinge  240 . Water pressure  300  is shown by an arrow pressing against and exposed surface of the panel  180 . 
     As shown in  FIGS. 15 , and  17 , the socket wrench tool  280  is rotated counter-clockwise on the hex  120 , the lock release rod  200  also rotates counter-clockwise rotating the damper panel cam-lock  220  away from front wall  110  of the composite frame  80 . The panel  180  becomes spaced apart from the back wall  160  of the composite frame  80  allowing the foam rubber panel seal  190  to expand by being separate from back wall  160 . 
       FIGS. 18 and 19  show a hand wrench  289  attached to damper panel release hex  120  that can be used instead of the socket wrench tool  280  to lock(rotating clockwise) and unlock(rotating counter-clockwise). 
       FIG. 20  is a bottom view of the panel locking system of  FIG. 14  along arrows  20 Y showing the stop-block  270  arresting the counter-clockwise motion of the cam  220  with the cam-lock mounting bar  310  welded to the lock release rod  200 .  FIG. 21  is a bottom view of the panel locking system of  FIG. 20  along arrows  21 Y showing the stop-block  270  arresting the clockwise motion of the cam  220  with the cam-lock mounting bar  310  welded to the lock release rod  200 . In  FIG. 21 , the outer surface of the wheel(s)  170  extends through the panel cutout(s)  290  to clear the support wheel(s)  170 . 
       FIG. 30  is a side view of the elongated handle remote socket wrench tool  330  used in  FIGS. 22 ,  22 A,  23  and  23 A.  FIG. 30A  is an enlarged view of the socket part  340  of the tool  330  of  FIG. 30 .  FIG. 31  is a perspective view of the remote socket wrench tool  330  of  FIG. 30 .  FIG. 31A  is an enlarged view of the socket part  380  of the tool  330  of  FIG. 31 . The elongated handle remote socket wrench tool  330  can have a telescoping tube handle with cylindrical type parts that slide in and out of each other extending and reducing the length of the handle portion of the tool  330 . A universal joint  350  between the handle portion  380  and the socket  340  allows for all-angle operation and versatility and maneuverability of the remote socket wrench tool  330 . 
       FIG. 22  shows an upper view of the damper panel system  50  in water, with a remote elongated handle socket wrench tool  330 (of  FIGS. 30-31A ) ready to engage the damper release hex  120 . A universal joint  350  on the elongated tool  330  allows for all angle operation of the elongated remote socket wrench tool  330 .  FIG. 22A  is an enlarged partial view of  FIG. 22  showing the socket  340  on the tool  330  ready to engage the damper release hex  120 .  FIG. 23  shows an upper view of the damper panel system  50  in water  320  with the elongated remote socket wrench tool  330  engaged to damper release hex  120 . Clockwise turn of tool unlocks panel  180  from panel frame  80 . Counter-clockwise locks the panel  180  to the frame  80   FIG. 23A  is an enlarged partial view of  FIG. 23  shows the socket  340  on the tool  330  ready to unlock the damper release hex  120 . 
       FIG. 28  is a perspective view of a hook tool  360  used in  FIG. 24 .  FIG. 28A  is an enlarged view of the hook end  400  and ball  390  on the hook tool  360  of  FIG. 28 .  FIG. 29  is a side view of hook tool  360  of  FIG. 28 .  FIG. 29A  is an enlarged view of the hook end  400  and ball  390  on the hook tool  360  of  FIG. 29 . 
       FIG. 24  shows a perspective view of a remote panel lifting hook tool  360 (shown in  FIGS. 28-29A ) preparing to engage the lift handle  100  on the damper panel assembly  90  that is attached the damper panel system  80  after the panel assembly is in an unlocked position. The ball  390  on the hook end  400  is inserted through the extended handle  100  hooking the handle  100 .  FIG. 25  is another view of  FIG. 24  showing the remote panel lifting hook tool  360  lifting the damper panel assembly  90  from the panel frame  80 . A user(not shown) can raise the hook tool  360  that has the hook end  400  with ball  390  hooked about the handle  100  and clearly lift the panel assembly  90  from the frame and allow storm water inflow  20  into the stormwater  320  inside of the vault. 
       FIG. 26  is a perspective view of a person  370  grasping the damping panel handle  100  preparing to lift the panel assembly  90  from the frame  80 , after the panel assembly is in an unlocked position.  FIG. 27  is another view of  FIG. 26  showing the person  370  lifting the damping panel assembly  90  from the frame  80 . 
     Although the figures show the damper panel assembly with frame mounted on the wall of a vault, the invention can be used on other types of walls, such as on dams, and the like. 
     The foam rubber panel seal  190  can be an elongated seal member, and can be a gasket member such as but not limited to one having a C or E or U type channel that compresses. The seal can also include resilient and/or elastomeric type members, and the seal can be an inflatable bladder type tube(s), and the like. Additionally, the seal  190  can be placed along the bottom edge of the panel as well as the left and right sides of the panel. In a preferred embodiment, the seal member is placed on the opposite side of the panel from the inlet port to the vault or structure. 
     Although preferred types of lifting tools are described, the invention can use other types of tools for lifting the panel assembly, such as but not limited to using a manhole hook tool, and the like. 
     While the handle  100  is shown as rectangular, the handle can have other shapes such as triangular, arc shaped, and the like, and can have a catch portion such as an indented or cut-out or lip edge, that can also be snagged or hooked to lift the panel assembly. 
     Although the invention refers to wrenches, the invention can work with lever arms that are fixably attached to the tops of the cam bars, or are removably attached as needed. Although the invention shows separate rotatable cams in the tracks, a single elongated cam can be used on each side of the panel that can have paddle or wedge shapes. Alternatively, the invention can use removable wedges that when driven into place compress and water seal the damper panel in place. 
     The invention can incorporate embodiments of the rotating wheels on the doors moving up and down in a track, where the track is in a fixed wall. Alternatively, the invention can have a sliding main primary door, and a secondary door that slides up and down relative to the primary door. The embodiments can have flow over versions so that water can overflow over a sliding door into a vault. Likewise, the embodiments can flow under versions where water flows under a slidable door into a vault. Either or both the primary and secondary doors can slide up in down within tracks with or without rollers and wheels to ease the sliding action of the respective doors. 
       FIG. 32  is a perspective cut-away view of a “flow-over” door system shown with the door down. The system is at maximum flow capacity where arrows can represent an overflow into a vault.  FIG. 33  is a perspective cut-away view of flow-over door system of  FIG. 32  with the door pulled half way up in the door tracks. The flow-over capacity is cut by half. Further choices of position are possible to adjust flow. The invention can allow for the door to be selectively fixed by the user in different height positions in the tracks.  FIG. 34  is a perspective cut-away view of flow-over door system of  FIG. 33  with the door pulled up fully Here, the flow is completely cut off from entering into the vault. 
     Primary and Secondary Doors with Underflow and Overflow 
       FIG. 35  is a perspective cut-away view of “door-in-a-door” system with the primary flow through the opening in the wall with both doors removed. Here, the system is at maximum flow capacity.  FIG. 36  is a perspective cut-away view of the door-in-a-door system of  FIG. 35  with one of the doors installed half way. System is at about half flow-under capacity. Further choices of position are possible to adjust flow. Similar to the previous embodiment, each of the doors can be selectively locked in different height positions within the tracks as needed. 
       FIG. 37  is a perspective cut-away view of the door-in-a-door system of  FIG. 36  with the larger door fully installed, and the smaller primary smaller door removed. Here, the system is at maximum flow-over capacity.  FIG. 38  is a perspective cut-away view of door-in-a-door system of  FIG. 37  with the smaller door installed half way. Here, the system is at about half flow-under (secondary) capacity. Further choices of position for the smaller door are possible to adjust flow-over capacity. Similar to the previous embodiment, the smaller door can be selectively locked in different height positions within the tracks as needed.  FIG. 39  is a perspective cut-away view of the door-in-a-door system of  FIG. 38  with the smaller and the larger doors fully installed. Here, the flow is completely being cut off. A preferred embodiment of the door in door system of these figures is shown and described in relation to  FIGS. 40-46B  below. The larger door can be the first primary main door and the smaller door can be the secondary door. Alternatively, the user can identify the smaller door as the first primary main door and the larger door as the secondary door. 
       FIG. 40  is a front perspective of inflow outflow (I.O.) door damper system  510  mounted to a vault  10  with a primary door assembly  540  and a secondary door assembly  550 .  FIG. 41  is a rear perspective view of the primary door  540  and secondary door  550  installed in the vault  10  of  FIG. 40 , and the large rectangular storm water inflow opening  560 A cut into vault  10 . 
       FIG. 42  is a front perspective view of the I.O. vault  10  of  FIG. 40  with the primary door assembly  540  locked half open to reveal an underflow passage  860  for storm water flow. The size of this passage  860  can be adjusted by locking the primary door assembly  540  in different positions. The same can be accomplished by locking the primary door assembly  540  to the secondary door assembly  550  and locking that assembly  550  into different positions in the frame  520 . Water flow can run under primary door assembly  540 . 
       FIG. 43  is a front perspective view of the I.O. vault  10  of  FIG. 40  with the primary door assembly  540  removed.  FIG. 44  is a front perspective view of the I.O. vault  10  of  FIG. 40  with the primary door assembly  540  and secondary door assembly  550  removed. A secondary door frame  520  having a generally U-shaped configuration can run along the left side, bottom side and right side of a water flow opening in a wall of the vault  10 , and be bolted the vault  10 . The mounting wall can be perpendicular to a side vault wall  40 . Side edges of the secondary door assembly  540  can be positioned top slide into and out of the U-shaped openings of the frame  520 . Frame gussets  530  can be mounted along outer edges of the frame to strengthen the secondary door frame  520   
       FIG. 45  is a front perspective exploded view of the I.O. vault  10  with the primary door assembly  540  and secondary door assembly  550  removed from the vault  10 . The articulating wheels  610  attached to the left and right sides of the primary door assembly  540  can be positioned to roll into and out of the U-shaped channel  690  about the opening in the secondary door assembly  550 . 
       FIG. 46  is a front perspective view of the primary door assembly  540  of  FIG. 1 .  FIG. 46A  is an enlarged view of the lock and wheel mechanism detail of the primary door assembly  540  of  FIG. 46  in a “wheels locked/door unsealed” condition.  FIG. 46B  is an enlarged view of the lock and wheel mechanism detail of the primary door assembly  540  of  FIG. 46  in a “wheels unlocked/door sealed” condition. 
     Referring to  FIGS. 46 ,  46 A and  46 B, the primary door assembly  540  can include a primary damper panel  580  that can have a generally rectangular shape, and a plurality of horizontal stiffener panels running from the left side of the panel to the right side of the panel  580 . A lift handle  570  can be attached to an upper edge of a top panel stiffener brace  590 . Along both a left side and a right side of the panel  580  can be panel mounted hinges  660  that are attached to pivotal wheel mounting brackets  670 . On the outer ends of each bracket  670  can be articulating panel support wheel  610 . A plurality of left side lock release rod mount blocks  640  are attached to a left side of the panel  580  adjacent to each of the left set of articulating support wheels  610 . Another plurality of right side lock release rod mount blocks  640  are attached to a right side of the panel  580  adjacent to each of the right sets of articulating support wheels  610 . 
     Although,  FIG. 46  shows 7 wheels and 7 blocks  640  on each side, the invention can be practiced with less or more as needed. A panel and wheel release hex head  620  with rod  650  runs down each of the left sets of mount blocks  640  and the right sets of mount blocks  640 . A moveable panel L-shaped cam block  630  is attached to each of the bolt rods  620  next to each wheel mount bracket  670 . A wheel toggle locking bar  680  is also attached to each of the rods  620  as well. 
       FIG. 47  is a top view of  FIG. 41  along arrow  47 Y of the primary door assembly  540  and secondary door assembly  550  installed into the secondary door frame  520  which is attached to the vault  10 .  FIG. 47A  is an enlarged view of the lock mechanism detail of the primary door assembly  540  of  FIG. 47  shown with cam locks  630  engaged and foam rubber seal  700  attached to one side of the panel  580  that is pressed against the inside wall  692  of the frame  690 . 
       FIG. 47B  is an enlarged view of the lock mechanism detail of the primary door assembly  540  of  FIG. 47  shown with wheels  610  locked and engaged with the frame  520  for ease of door removal. 
       FIG. 48  is a rear perspective view of the primary door assembly  540  of the preceding figures, that shows the seal  700  in a U shape running down the left side, bottom side and right side of the panel  580 . 
       FIG. 49  is a top view of the primary door assembly  540  of  FIG. 48  showing the lifting handle  570  on upper panel stiffener brace  590 , and top of the rotatable hex heads  620  of the rods (not shown). The seal  700  is shown on one side of the panel  580 .  FIG. 50  is a bottom view of the primary door assembly  540  of  FIG. 48  showing the bottom panel stiffener brace  590 , with the seal  700  along the outside of the panel  580 . 
       FIG. 51  is a side view of the primary door assembly  540  of  FIG. 48  showing the exterior sides of the wheels  610  with panel centering bushing  600 . Both the left and right side of the primary door assembly include panel centering bushings  600  which are used to center the primary panel  580  in the secondary door frame assembly  550 . Similar to the previous embodiment, the wheels  610  are positioned in cut-outs arranged along the right and left sides of the primary door assembly  540 . 
     Referring to  FIGS. 41-51 , the operation of these components is similar to those in the previous embodiments described above. Turning the hex head  620  on rod  650  clockwise ( FIG. 46B ) with a wrench locks the panels  580  to the frame  690  and seals the panel  580  by the cam lock  630  abutting against an inner wall  692  of the door frame( FIG. 47A ) while disengaging the wheels  610  from the frame  690  ( FIG. 47A ). Turning the hex head  620  counter-clockwise ( FIG. 46A ) unseals the panel  580  and locks the rotatable wheels down so that they engage the frame allowing the panel  580  to be easily lifted from the frame  690 ( FIG. 47B ). The turning directions can be reversed when viewing on the opposite side of the panel  580 . 
       FIG. 52  is a front perspective view of the secondary door assembly  550  of the preceding figures without the primary door  540 . A plurality of horizontally arranged secondary door panel and frame stiffeners  730  extend across the secondary opening in the door assembly  550 . The primary door frame  690  mounted to the secondary door assembly  550 . The primary door frame  690  can be a U-shaped and runs down a left side, bottom side and right side of the secondary opening in the door assembly  550 .  FIG. 52A  is an enlarged view of the lock mechanism detail of the secondary door assembly  550  of  FIG. 52  shown in a “door sealed” condition.  FIG. 52B  is an enlarged view of the lock mechanism detail of the secondary door assembly  550  of  FIG. 52  shown in the “door unsealed” condition. 
     Referring to  FIGS. 52 ,  52 A and  52 B, a hex head  750  is shown on the top end of a panel lock rod  740 . The rod(s)  740  are rotatably held in place by a plurality of lock release rod mount blocks  640  that are attached to the left side and right side of the secondary damper panel  710 . L shaped panel cam locks  630  are attached to the rods  740  adjacent to each of the secondary door gussets  760 . On at least an upper and lower side edge of the panels  710  can be panel centering bushings  720  which can be used to help center the panel  710  in the secondary door frame  520 . 
       FIG. 53  is a top view of  FIG. 41  along arrow  53 Y of the primary door assembly  540  and secondary door assembly  550  installed into the secondary door frame  520  which is attached to the vault  10 . 
       FIGS. 53A and 53B  show details how the secondary door assembly  550  locks and unlocks.  FIG. 53A  is an enlarged view of the lock mechanism detail of the secondary door assembly  550  of  FIG. 53  shown with cam locks  630  engaged and foam rubber seal  700  pressed against the inside wall  522  of the frame  520 .  FIG. 53B  is an enlarged view of the lock mechanism detail of the secondary door assembly  550  of  FIG. 53  shown with the cam locks  630  disengaged from the frame  690 . The door is ready to remove. 
       FIG. 54  is a rear perspective view of the secondary door assembly  550  of the previous figures showing the seal  700  along the outer left side, bottom side, and right side, and the horizontal secondary door panel and frame stiffeners  730  across the opening in the secondary door assembly  550 .  FIG. 55  is a top view of the secondary door assembly  550  of  FIG. 54  showing the primary door frame  690  mounted to the secondary door panel  710 .  FIG. 56  is a bottom view of the secondary door assembly  550  of  FIG. 54 , showing the secondary door gussets  760  underneath the primary door frame  690 . 
     Referring to  FIGS. 52-56 , the operation is similar to the previous embodiments. Turning the hex head  750  counter-clockwise  FIG. 52A  with a wrench type tool locks the panel  710  into the secondary door frame  520 ( FIG. 53A ) and seals the panel  710  by the compressed seal  700  by the cam lock  30  is rotated to abut against an inner side of frame  520 . Turning the hex head  750  clockwise unlocks the panel  710  from the frame  520  allowing the panel  710  to be easily lifted from the frame  520 . 
     Half-Panel Door Damper System 
       FIG. 57  is a front perspective view of a half-panel door damper system  770 .  FIG. 58  is a rear perspective view of the half-panel door damper system  770  of  FIG. 57  with a half storm water inflow opening  560 B cut into the vault  10 . 
       FIG. 59  is a front perspective of the half-panel system  770  of  FIG. 57  showing the door assembly  780  locked half up to reveal an underflow passage  560 A for storm water flow. The size of this passage  860 A can be adjusted by locking the door assembly  780  in different positions. 
       FIG. 60  is a front perspective view of the half-panel system  770  of  FIG. 57  showing the door assembly  780  locked half down to reveal an overflow passage  860 B for storm water flow. Like the underflow passage  860 A, the size of the overflow passage  860 B can be adjusted by locking the door assembly  780  in different positions. 
       FIG. 61  is a front perspective view of the half-panel system  770  of  FIG. 57  showing the door assembly  780  all the way down to reveal maximum overflow passage  860 B for storm water flow through a half panel opening  560 B. 
       FIG. 62  is a front perspective view of the half-panel system  770  of  FIG. 57  showing the door assembly  780  removed from the frame  790 . Similar to the previous embodiments, a generally U-shaped frame  790  can be used. Here, two vertical U-shaped frames  790 , can each be bolted to a respective left side and respective right side of an half opening  560 B with the frames  790  running to the floor of the vault  10 . Articulating wheels  610  mounted to the left and right sides of the door assembly  780 , can roll into and out of the left and right side U-shaped configured frames  790 . 
       FIG. 63  is a front perspective view of the half-panel panel door assembly  780  of  FIG. 57 . Similar to the previous embodiments, hex heads  810  can be located on top of rods  650 , where the rods can be rotatably held to the half-panel damper panel  820  by a plurality of lock release rod mount blocks  640 . Attached to each of the rods  650  can be L-shaped cam locks  630  and wheel toggle locking bars  680 . Articulating wheels  610  can be mounted to left and right sides of the half-panel damper panel  820  by hinge  660  attached brackets  670 . 
       FIG. 63A  is an enlarged view of the lock and wheel mechanism of  FIG. 63  in an unlocked position.  FIG. 63B  is an enlarged view of the lock and wheel mechanism of  FIG. 63  in a locked position. 
       FIG. 64  is a top view of the half-panel door assembly  780  of  FIG. 58  along arrow  64 Y locked into the frame  790 .  FIG. 64A  is an enlarged view of the lock and wheel mechanism detail of the half-panel door assembly  780  of  FIG. 64  shown with cam locks  630  engaged and foam rubber seal  700  pressed against the inside  792  of the frame  790 .  FIG. 64B  is an enlarged view of the lock and wheel mechanism detail of the half door assembly  780  of  FIG. 64  shown with wheels  610  locked and engaged with the frame  790  for ease of door removal. 
       FIG. 65  is a rear perspective view of the half-panel door assembly  780  of  FIG. 57 . Similar to the previous embodiments a handle  570  can be used to lift the half-panel damper panel  820  when needed. 
       FIG. 66  is a top view of the half-panel door assembly  780  of  FIG. 65 .  FIG. 67  is a bottom view of the half-panel door assembly  780  of  FIG. 65 .  FIG. 68  is a side view of the half-panel door assembly  780  of  FIG. 65 . The articulating wheels  610  and related components function similarly to those of the previous embodiments. 
     Referring to  FIGS. 57-68 , turning the hex head  810  counter-clockwise with a wrench type tool locks the panel  820  into the half-panel frame  790  ( FIG. 64A  and  FIG. 63B ) by rotating the panel cam lock  630  to abut against an inner side of the frame  790 . The seal  800  is compressed to form a similar water tight seal to the seals previously described in the other embodiments above. Turning the hex head  810  counter-clockwise unlocks the panel  820  from the frame  790  ( FIG. 64B  and  FIG. 63A ) and allow the door assembly  780  to be removed. 
     Concrete Channel Installation 
       FIG. 69  is a front perspective view of a concrete channel damper system  870  using the primary door assembly  540  of the previous embodiment of  FIGS. 40-51  installed into a concrete channel  830  with the frame  840  inserted into the concrete itself.  FIG. 70  is a rear perspective view of the channel damper system  870  with the primary door assembly  540  of  FIG. 69  installed into a concrete channel  830 .  FIG. 71  is a front perspective view of the primary door assembly  540  of  FIG. 69  showing the door assembly  540  locked half up to reveal an underflow passage  860  for storm water flow. The size of this passage  860  can be adjusted by locking the door in different positions.  FIG. 72  is a front perspective view of the primary door assembly  540  of  FIG. 69  showing the door assembly  540  removed from channels  830 .  FIG. 73  is a front perspective exploded view of the channel damper system  870  showing door assembly  540  and frame  850  removed. 
     The primary door assembly  540  functions similarly to that disclosed above in regards to  FIGS. 40-51 .  FIG. 74  is a top view of the channel damper system  870  of  FIG. 69 .  FIG. 74A  is an enlarged view of the lock and wheel mechanism detail of the channel damper door assembly  870  of  FIG. 74  shown with cam locks  630  engaged to abut against inner wall  842  of frame  840  and foam rubber seal  700  pressed against the opposite inside wall of the frame  840 .  FIG. 74B  is an enlarged view of the lock and wheel mechanism detail of the channel damper door assembly  870  of  FIG. 74  shown with wheels  610  locked and rotatably engaged with the frame  840  for ease of door removal. 
     Although the invention is described for use with storm water treatment vaults and structures, the invention can have other applications, such as but not limited to being used in dam type applications, and the like for ponds, lakes, pools, waterfalls, and the like. 
     While the invention has been described, disclosed, illustrated and shown in various terms of certain embodiments or modifications which it has presumed in practice, the scope of the invention is not intended to be, nor should it be deemed to be, limited thereby and such other modifications or embodiments as may be suggested by the teachings herein are particularly reserved especially as they fall within the breadth and scope of the claims here appended.