Certain terminology may be used in the following description for convenience only and is not considered to be limiting. The words “right,” “left,” “lower” and “upper” designate directions in the drawings to which reference is made. The terminology includes the words above specifically mentioned, derivatives thereof and words of similar import.
The present invention is directed to an apparatus and method for the control of liquids by employing a floating drain device for use with a variety of objects which contain liquid bodies including, but not limited to, pools, ponds, basins, underground detention systems, rivers, streams, lakes, impoundments and reservoirs. The words “liquid” and “liquids” are intended to be broadly defined and are therefore not limited to water but rather can also include chemicals, fuels, sewage, and the like, as well as mixtures thereof.
The apparatus 10 includes a submersible inlet or intake vessel 20 having openings or perforations 22 for receiving a portion of the liquid body 12. The inlet vessel 20 is in communication with and at a higher internal pressure than an outlet hose 24. A differential pressure is established between the submerged inlet vessel 20 and the outlet hose 24 enabling the portion of the liquid body 12 to be siphoned or transported from the inlet vessel 20 to the outlet hose 24. The location of the inlet vessel 20 in relationship to the outlet hose 24 is such that a head pressure is maintained allowing the portion of the liquid body 12 to be transferred from the inlet vessel 20 toward the outlet hose 24 and, ultimately, to a desired location. Preferably a constant head pressure is maintained in the apparatus 10.
More specifically,
Still referring to
The outlet hose 24 contains an orifice 30 that restricts flow and regulates the transport rate of the portion of the liquid body 12 as it transits the outlet hose 24. Preferably, the size of the orifice 30 is adjustable such that the flow of the portion of the liquid body 12 can be regulated. The orifice 30 can be various sizes but preferably ranges in size from about ¼ inch to about 4 inches in diameter. The ideal size of the orifice 30 will depend on several system variables including: the amount and size of debris and sediment in the liquid body 12; the storm water runoff calculation methodology (e.g., the Rational Method or the SCS Method); and the desired volume of the liquid body 12 to be removed/released (which may be related to the runoff calculation methodology). The size of the orifice 30 is proportional to the flow rate of the portion of the liquid body 12 that transits the outlet hose 24 such that, as the orifice size is increased, the flowrate increases. A person of ordinary skill in the art will appreciate that various types of orifices can be used effectively with the apparatus and method of the present invention.
A vent 32 establishes a downstream, atmospheric pressure of the apparatus 10 which creates a differential pressure between the inlet vessel 20 and the outlet hose 24 thereby facilitating flow of the portion of the liquid body 12 from the inlet vessel 20 to the outlet hose 24. The orifice 30 and vent 32 can be located at various positions along the length of the outlet hose 24. A first end 33 of the vent 32 is located in the vicinity of the orifice 30 in order to maintain an adequate discharge rate throughout the length of the outlet hose 24, and to help prevent a suction siphon which could undesirably increase discharge rates. Preferably, as shown in
A buoyant device 40, for example a float, is connected to the outlet hose 24 such that the outlet hose 24 is located above the submerged inlet vessel 20. The buoyant device 40 is preferably positioned over a relatively deep portion of the liquid body 12. The vent 32 is connected to or supported by the buoyant device 40 so that a second end 34 of the vent 32 is maintained above the surface 14 of the liquid body 12 to help ensure positive drainage. The vent 32 optionally contains a screen 70 for preventing anything from being inserted into the vent 32. Due to the orientation of the upper section of hose 27 near the water surface, low, approximately constant head conditions exist, resulting in a slow, nearly steady outflow rate of the portion of the liquid body 12.
As shown in
The inlet vessel 20 is optionally connected to the buoyant device 40 by safety lines or wires 90 to prevent the loss of the inlet vessel 24 in the event the inlet vessel 20 separates from the apparatus 10. Additionally, one or more restraining devices 92 may be necessary to maintain the position of the apparatus 10 within the liquid body 12. For example, in a wet pond application, the apparatus 10 is preferably tethered to the pond shore or floor with at least one restraining device 92 to restrain or maintain the approximate position of the apparatus 10 over a deep portion of the liquid body 12 during, for example, wind gusts and quick moving currents. The tension on the restraining device 92 is preferably adjustable and it is further preferred that the restraining device 92 design and position account for outside interferences such as moving equipment and vandalism. As shown in
The apparatus 10 of the invention can easily be attached to, for example, a riser, outlet structure, detention pond or basin, or a liquid removal facility. For example, as shown in
Referring now to
A specific embodiment and application of the invention is directed to a storm water runoff. The apparatus 10 of the invention functions to slowly dewater a portion of the liquid body 12 caused by storm water runoff and can operate effectively in conjunction with other drainage systems. The portion of the liquid body 12 can be, for example, the pre- to post-development volumetric runoff increase from a precipitation event of a 2-year frequency. The apparatus 10 and method of the present invention enable an additional liquid volume, beyond that provided by a typical detention system base orifice, to be slowly and effectively transported such that the problems associated with detention systems are overcome. Such problems can be, for example, stream erosion from discharges from a large orifice device. For more frequent runoff events, which have less precipitation than a 2-year frequency event, the apparatus 10 enables another installed detention system to have a negligible outflow rate. Most preferably, the apparatus 10 enables a zero stream impact to be achieved for discharges associated with said volume portion. This portion of volume would be converted to gradual stream base flow. Thus, the apparatus 10 allows runoff from a developed site to be released in a manner which mimics a natural hydrologic regime.
The materials of construction of the apparatus of the present invention should be durable and include, but not be limited to, polymeric substances, metals, and those materials known or to be discovered in the art. Material considerations for the apparatus of the invention that a person of skill in the art must take into account include the effects of temperature extremes, photo-degradation, ice, corrosion, chemicals, solvents and other substances reasonably expected to have a deleterious effect on materials of construction.
The present invention also includes a method for slowly transporting a portion of a liquid body from a selected depth of the liquid body. The method includes installing an inlet vessel for collecting a portion of the liquid body; further installing an outlet hose, having a regulating orifice and a vent, such that outlet hose is in communication with the inlet vessel; connecting a buoyant device to the outlet hose such that the outlet hose is located above the inlet vessel when placed in the liquid body. The inlet vessel is preferably maintained at a predetermined depth below a surface of the liquid body for collecting the portion of the liquid body regardless of level changes in the liquid body. As shown in
The apparatus 10 and method of the present invention enable an additional liquid volume, below that provided by a typical detention system base orifice, to be slowly and effectively transported such that the problems associated with detention systems are overcome. By slowly transporting this additional liquid volume over a period of weeks, base flow rates are better maintained. As a result, immediate runoff volume increases following, for example, a precipitation event of magnitude less than a 2-year frequency, will likely not be noticed by receiving risers or streams as the pond would have a negligible increase in outflow rate. Because the inlet vessel 20 is maintained below the liquid surface 14, cooler water is discharged thereby reducing thermal impact on streams while also improving water quality. The apparatus 10 and method of the present invention provide cost-efficient alternatives to other measures for addressing liquid runoff volume increases.
While the invention has been described with reference to specific embodiments thereof, it will be appreciated that numerous variations, modification, and embodiments are possible, and accordingly, all such variations, modifications, and embodiments are to be regarded as being within the spirit and scope of the invention. For example,
This application claims the benefit of U.S. Provisional Patent Application No. 60/817,192, filed Jun. 28, 2006.
Number | Date | Country | |
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60817192 | Jun 2006 | US |