The present disclosure is directed to static mixers. More particularly, the present disclosure is directed to static mixers, which may be used in open channel applications.
Dynamic and static mixers are known in the art. Conventional dynamic mixers include two elements, which are rotatable relative to each other and include a flow path extending between an inlet for materials to be mixed and an outlet. Dynamic mixers use an electric motor to drive the rotatable elements, for example propellers, in order to mix fluid compositions. Such dynamic mixers can be expensive to purchase and maintain as they include electrically driven, moving parts and require large amounts of energy to operate.
In contrast, static mixers are widely available and do not include moving parts and do not require large amounts of energy to operate. Static mixers include fixed position structural elements that are generally mounted such that fluids passing through the elements may be effectively mixed or blended with a wide variety of additives. Such mixers have widespread use, such as in municipal and industrial water treatment, chemical blending and chlorination/de-chlorination facilities, to name but a few.
One type of static mixer is a pipe static mixer, where the structural elements are mounted within a conduit and the conduit is connected to a pipe system. As a result, such mixers are located within a closed environment. A highly effective, commercially available pipe static mixer is described in applicant's previous U.S. Pat. No. 5,839,828 issued Nov. 24, 1998 to Robert W. Glanville. The '828 patent discloses a device (10) having a circular flange (14) which is designed to be mounted internally within the pipe (24). The flange (14) includes a central opening which (22) having flaps (18) that extend radially inward within opening (22). The device when mounted within pipe (24) enables an effective mixing to be achieved downstream of the device. The teachings of U.S. Pat. No. 5,839,828 are hereby incorporated into the present specification in their entirety by specific reference thereto. An additional commercially available pipe static mixer is described in applicant's previous U.S. Pat. No. 8,147,124 issued Apr. 3, 2012 to Robert W. Glanville. The '124 patent discloses a static mixing device (10) for mounting within a hollow tubular conduit, the device including a plurality of vanes (14) generally equally spaced within the conduit, each vane including a generally oblong plate member (18) radially inwardly extending from the conduit internal wall surface (16) and having a generally wing-shaped cap (40) that downwardly, rearwardly and inwardly bends from the top of the plate to the internal conduit wall. The teachings of U.S. Pat. No. 8,147,124 are also hereby incorporated into the present specification in their entirety by specific reference thereto.
One application for static mixers is in open channels, such as water treatment channels for wastewater. In conventional open channel static mixers, the structural elements are mounted directly within an open channel and flow is directed through the mixers within the open channel. Typically, these structural elements are intended to be permanently mounted in the open channel and are typically large and heavy elements. As a result, installation and removal can be difficult and expensive, often requiring large equipment, such as cranes to install the elements.
Unlike other applications, open channels can develop unusual velocity profiles not found in conventional piping systems. As such, reducing head loss in open channel static mixers is particularly desirable. There is a continued need in the art for open channel static mixers (i.e. without moving parts) that achieve the same or better mixing outcome as the devices described above, with low head loss in the shortest distance downstream from the mixing device. A need also exists for an open channel static mixer that is self-contained, easy to mount, lightweight, and less expensive to manufacture and maintain than available open channel mixers.
The present disclosure relates to a static mixing device that can be used with an open channel containing a moving fluid. The mixing device may preferably include at least one conical section that may be an inlet section or an outlet section, or a combination of the two, which is in fluid communication with a conduit or pipe section. In one example, both an inlet conical section and an outlet conical section are provided, with the inlet conical section and the outlet conical section having different angles, the inlet angle being larger than the outlet angle. In another embodiment, only an inlet conical section is provided. In yet another embodiment, an inlet conical section having multiple segments with non-uniform angles is provided.
Whether using one or two conical sections, the pipe or mixing section includes at least a first set of vane members supported therein. The mixing section may further include second and/or third sets of vane members also supported therein. The at least one conical section and the mixing section define a longitudinally extending flow path for the fluid. Each of the vane members extends radially inwardly from an internal wall surface of the mixing section towards the center of the mixing section and are selectively configured and positioned in order to promote mixing of fluids passing there through along the flow path.
Because the vane members are supported within the mixing section, the open-channel static mixer disclosed herein is self-contained, easy to mount, lightweight, and can be less expensive to manufacture and maintain than available open channel mixers. In addition, the static mixer has low head loss and can be adjusted to improve head loss for a desired application, for example by readily adapting the physical size of the static mixer.
Various aspects of at least one embodiment are discussed below with reference to the accompanying figures, which are not intended to be drawn to scale. The figures are included to provide an illustration and a further understanding of the various aspects and embodiments, and are incorporated in and constitute a part of this specification, but are not intended as a definition of the limits of any particular embodiment. The drawings, together with the remainder of the specification, serve to explain principles and operations of the described and claimed aspects and embodiments. In the figures, each identical or nearly identical component that is illustrated in various figures is represented by a like numeral. For purposes of clarity, not every component may be labeled in every figure. In the figures:
Turning now to the drawings and particularly
In the present embodiment, inlet section 12 has the geometry of an inlet conical section with a tapered configuration that tapers or converges from a first or proximal inlet end 11 to a second or distal inlet end 13, where it forms an included angle α with mixing section 14. As illustrated, α is about 20° in the present embodiment, but may be readily varied depending upon the application, and may be, for example, between about 5°-50° for conventional wastewater open channel applications. Inlet conical section 12 is in fluid communication with mixing section 14 and directs the flow of fluid into the mixing section 14. Inlet conical section 12 has a length LI which may also be varied according to the application, and which is about 48 inches in the present embodiment. The tapered configuration and geometry of inlet conical section 12 aids in smoothing the flow of fluid entering the mixing section 14 which aids in reducing head loss. As such, inlet conical section 12 in combination with mixing section 14 has been found to provide good mixing while reducing head loss, as described in greater detail below. If a further reduction in head loss is desired, diffuser or outlet section 16 may be provided downstream of mixing section 14.
Outlet section 16 may likewise have the geometry of a conical section that diverges from a first or proximal outlet end 17 to a second or distal outlet end 15, forming an included angle β that may be less than that of angle α. In the present embodiment, angle β is, for example, about 10°. Other angles may be utilized depending upon the application, for example, the angle for β may be in the range of about 5°-40° in the present embodiment. Outlet section 16 may have length LO of, for example, about 48 inches. The conic section lengths LI and LO and geometry (angles α and β may change to accommodate differing channel dimensions and flow rates. Outlet conical section 16 is in fluid communication with mixing section 14 and directs the flow of the fluid out of the mixing section 14, as illustrated. Outlet conical section 16 provides an additional reduction in head loss through mixing device 10 as it directing and smoothing flow of the fluid out of mixing section 14.
Mixing section 14 has a length LM which may also be configured and dimensioned according to the particular application and which is, for example, about 48 inches in the present embodiment. Mixing section 14 may include a circumferentially extending flange 18 on the exterior surface 20 thereof for mounting the mixer 10. The geometry of flange 18 can be changed depending upon the application in order to accommodate different mixer mounting systems, as would be known to those of skill in the art. For example, if the mixer is mounted through a round hole in a contractor installed concrete wall, then the mixer flange will be approximately 4″ larger than the hole in the wall. However, if the mixer is mounted in steel channels (mounted on the walls of a concrete lined open channel by a contractor), then the mixer flange will be square to match the interior dimensions of the open channel. Thus the geometry and size of the flange will be varied according to the particular application.
Referring now to
With reference to
With continued reference to
Referring again to
Referring to
Referring to
Pressure loss may be additionally lowered and the inlet conical section length reduced, by using a multi-segment inlet conical section, for example a 3-segment inlet conical section with a non-uniform angle as shown in
Referring now to
In use, any of the static mixer embodiments described above many be utilized in open channel conditions where the water surface elevation can change significantly with flow rate, and this may be considered when designing the installation of the static mixer. The installation allows the downstream end of the mixer to be submerged under operating conditions, and the mixers may be selected with the capacity to pass the maximum required flow at the available head without overtopping the channel. However, the static mixers disclosed herein may find other applications as well and are not limited to use in open channels.
Installation of the static mixers within an open channel will now be described. In order to satisfy both low and high flow requirements that may be found in open channel applications, the mixer centerline may be located approximately 1.5 diameters above the channel floor. Also, provided the channel is wide enough, installing four 18″ mixers rather than one 36″ mixer should lower the minimum operable water level by approximately 3-ft, while maintaining the same maximum cross sectional mixer area, the same pressure loss, and the same maximum flow rate. The four mixers may be installed in one bulkhead or in multiple bulkheads. Although subsequent mixers may be aligned with one another in separate bulkheads instead of being offset because offset orientation may somewhat limit mixing, offset orientation can still produce acceptable results and may be used.
The static mixers 10, 110, 210 and 310 are designed to achieve a low coefficient of variation (CoV) (i.e., good mixing) of an injected fluid within a short distance with as little pressure loss as possible. Computational fluid dynamics (CFD) tests were conducted to determine the head loss and mixing capabilities of mixing device 310 in comparison with a mixing device 410, as described below. These results are not intended as limiting but rather are provided as examples of testing performed as described below.
The model geometry was developed using the commercially available three-dimensional CAD and mesh generation software, GAMBIT V2.4.6. The computational domain generated for the model consisted of approximately 4 million hexahedral and tetrahedral cells.
Numerical simulations were performed using the CFD software package FLUENT 13.1, a state-of-the-art, finite volume-based fluid flow simulation package including program modules for boundary condition specification, problem setup, and solution phases of a flow analysis. Advanced turbulence modeling techniques, improved solution convergence rates and special techniques for simulating species transport makes FLUENT are some of the reasons why FLUENT was chosen for use with the study.
FLUENT was used to calculate the three-dimensional, incompressible, turbulent flow through and around mixing device. A stochastic, two-equation k-model was used to simulate the turbulence. Detailed descriptions of the physical models employed in each of the Fluent modules are available from Ansys/Fluent, the developer of Fluent V13.1.
The tests were conducted in 10-ft by 10-ft open channel similar to what would be used for chlorination of drinking water. Two 36″ diameter mixer configurations 310, 410 (as shown in
It has been determined through previous testing that the static mixers perform similarly at different flow rates provided the flow is turbulent (Re>4,600), so only one water flow rate was tested. A uniform velocity was imposed at the model inlet, corresponding to 6,342 gpm (9.13 MGD) at a temperature of 60° F.
To measure mixing, a chlorine solution was injected into the mixer through two injection port locations at the mixer inlet plane, upstream of the 12 o'clock and the 6 o'clock mixer tabs or plate members. The solution was injected at a rate such that it would mix out to 982-ppm in the channel (6.23 gpm), though it is anticipated that it could be mixed at a much lower rate with similar results.
Referring to
Mixers 310 and 410 were analyzed with the inlet of 310 and inlet of mixing section 416, respectively, flush with bulkheads 322 and 422, respectively. However, to avoid overhung loads on bulkheads 322, 422, mixers 310, 410 may be installed so that their center of gravity is in the bulkhead plane for a better structural design, and ease of installation/recovery of the mixer. Moving the mixer forward in the bulkhead should not change the pressure loss across mixer 310 with inlet and diffuser, and should slightly increase the pressure loss across mixer 410.
The pressure loss across each of the mixer configurations 310, 410 was calculated in the CFD model at the specified flow rate, and a loss coefficient (k-value) was calculated (Table 1), where the k-value is defined using consistent units:
Once the mixer loss coefficient (k-value) is calculated, predictions of the mixer pressure loss can be made across the expected flow range (
Mixing performance was evaluated at the model outlet, which is a plane across the channel 30-ft downstream of the mixer bulkheads 322, 422. The results are presented in Table 2.
With reference to
As will be appreciated from the results, a significant amount of mixing occurs at the outlet of the mixers where the high velocity swirling flow exiting the mixer interacts with the bulk flow on the downstream side of bulkhead 322, 422. This is why mixer 310 with the diffuser has a higher CoV; the diffuser reduces energy loss of the flow through mixer 310 by limiting the turbulent momentum transfer with the bulk fluid as it slows and expands the flow, however this also reduces the energy available for mixing once the flow exits the diffuser 316.
The mixers 310 and 410 were shown to work very well as an open channel mixer in either configuration tested. The low-pressure loss characteristics are desirable for pressure limited operation, and the raked angle Θ in
Mixer 110 (shown in
Too much head loss can result in overflow upstream from the mixing device, which is why minimizing head loss is desirable. In addition, if there is too much obstruction or head loss flooding may also occur. Head loss plays more of a roll in open channel applications because it can cause flooding, where in non-open channel applications low head loss results in optimal mixing with low pump energy (i.e., less cost).
Mixer 310 provides optimal pressure loss reduction (See Table 3. K=2.0, CoV=0.018). The inlet and diffuser conical sections of mixer 310 reduced mixer pressure loss by 32% at a given flow rate, or increased flow rate by 18% at a given head loss. The diffuser reduces energy loss of the flow through the mixer by limiting the turbulent momentum transfer with the bulk fluid as it slows and expands the flow. This reduces the energy available for mixing once the flow exits the diffuser. Without the inlet conical section, pressure loss is greater as there is a large separated flow region at the walls in the first stage of the mixer 410 (shown in
Mixer 110 provided superior mixing (See Table 3. K=2.5, CoV=0.008). In settings where the best possible mixing is required, mixer 410 without inlet and diffuser conical sections has been found to be the most effective mixing (i.e., CoV). Mixer 410 may be selected if mixing is more important than reducing pressure loss. Both mixers 310, 410 offer excellent mixing performance, with very low CoV values ten mixer diameters downstream of the bulkhead (30-ft). However, mixer 410 without inlet and diffuser has a CoV=0.008, which is better than the mixer 310 with the inlet and diffuser which has a CoV=0.018. The K value of mixer 410 without the conical sections is 2.95. Thus, pressure loss is not optimized.
Mixer 110 balances mixing and pressure Loss (See Table 3. K=2.5, CoV=0.008). Where a balance of mixing efficiency and reduced pressure loss is desired, mixer 110 with inlet conical section but without the diffuser may be used. Mixer 110 would have mixing performance similar to mixer 410, offering the best of both parameters. The K value for mixer 110 (with an inlet conical section) is 2.5.
The open channel mixers 10, 110, 210, and 310 as disclosed herein provide excellent mixing and low permanent pressure loss, as detailed above. These mixers also have no moving parts that require electricity and thus, no power consumption. As a result, significant savings can be realized on the installation, operation and maintenance of these mixers. Using less energy is also good for the environment. Furthermore, these mixers are self-contained and can be removed as needed without the cost associated with more permanent open-channel installations. Since the mixers are self-contained they are also easy to mount, lightweight compared to other open channel mixers, and less expensive to manufacture. In addition to the foregoing, since the pressure loss coefficient of the mixers is known, mixers 10, 110, 210 and 310 may also be used for flow rate indication by measuring the water surface elevation difference across the mixer. This is assuming the bulkhead is sealed adequately to the channel walls. Additional features of these mixers include the following: they accommodate changing water levels and flow rates, resist fouling, are suitable for remote locations, have a short laying length, minimal maintenance is needed, and they have an anticipated long service life.
Those skilled in the art will appreciate that the conception, upon which this disclosure is based, may readily be utilized as a basis for designing other products. Therefore, the claims are not to be limited to the specific examples depicted herein. For example, the features of one example disclosed above can be used with the features of another example. Furthermore, various modifications and rearrangements of the parts may be made without departing from the spirit and scope of the underlying inventive concept and that the same is not limited to the particular forms herein shown and described except insofar as indicated by the scope of the appended claims. For example, the geometric configurations disclosed herein may be altered depending upon the application, as may the material selection for the components. Thus, the details of these components as set forth in the above-described examples, should not limit the scope of the claims.
Further, the purpose of the Abstract is to enable the U.S. Patent and Trademark Office, and the public generally, and especially the scientists, engineers and practitioners in the art who are not familiar with patent or legal terms or phraseology, to determine quickly from a cursory inspection the nature and essence of the technical disclosure of the application. The Abstract is neither intended to define the claims of the application nor is intended to be limiting on the claims in any way.
This application claims priority to pending U.S. application Ser. No. 13/957,733, which claims priority to Provisional Application No. 61/853,331, filed Apr. 3, 2013, both of which are incorporated herein by reference in their entirety.
Number | Date | Country | |
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61853331 | Apr 2013 | US |
Number | Date | Country | |
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Parent | 13957733 | Aug 2013 | US |
Child | 14493136 | US |