CA2270811C - Filter underdrain system for backwash flow and method for measuring same - Google Patents

Abstract

A method of apparatus for determining backwash water flow distribution through an underdrain assembly. A water tight housing is removably attached to the underdrain assembly and an indicator measures the rise and fall of water within the housing responsive to water introduced to the housing from the underdrain.

Description

TITLE
FILTER UNDERDRAIN SYSTEM FOR BACKWASH FLOW
AND METHOD FOR MEASURING SAME
FIELD OF THE INVENTION
This invention relates to filter underdrain systems for granular media filters and, more particularly, to an apparatus intended to improve backwash water flow to a filter bed and to a method for assisting in the design of such apparatus.
BACKGROUND OF THE INVENTION
The traditional rapid sand filter has been a reliable performer in potable water treatment and the mechanics of the operation and performance of such a filter have remained largely unchanged over the years.
The filter is a straining device comprising a bottom underdrain collection system equipped with slotted strainers or the like Which holds a layer of filter sand.
Above the sand layer is a layer (or layers) of hard coal media which is coarser. A wash Water trough is located above the media layers and is used to direct unfiltered water into the filter as well as to channel backwash rinse water to a waste outlet. A backwashing cycle a.s required when the filter media has substantial head loss during operation, sometimes occurring several times a day due to particle buildup in the filter. Backwashing fluidizes the media, rinses out the particles from the interstitial voids and reclassifies the layers of media A problem associated with backwashing is the non-uniform or uneven water distribution which occurs because of the momentum of the water discharging from the perforated header or channel. Water at high velocity across an orifice will not be discharged through the orifice as readily as when flowing at lower velocity.
Backwash discharge from the underdrain will be greatest in those portions of the underdrain furthest away from the backwash water inlet. Such unequal flows cause undesirable channelling in the media Which reduces the efficiency of the backwash operation and results in filtering problems.
A further problem with many types of filter is the requirement for a support gravel layer immediately above the underdrain upon which the sand layer rests.
This requirement results in a deeper overall bed and increased material requirements for the filter installation. The need for a support gravel layer also restricts the available depth for the sand and coal layers Which reduces the filtration effectiveness.
The above-identified problems are discussed in various patents. Such prior art patents include United States Patent 3,956,134 (Sturgill) dated May 1976 and entitled UNDERDRAIN FOR WATER FILTRATION SYSTEM; United States Patent 4,214,992 (Sasano et al) dated August 1978 and entitled WATER COLLECTING AND DISTRIBUTING APPARATUS
DISPOSED IN A LOWER PORTION OF HIGH SPEED FILTER BASIN;

United States Patent 4,331,542 (Emrie) dated August 1980 and entitled UNDERDRAIN UNIT WITH AIR/WATER BACKWASH FOR
GRANULAR FILTRATION SYSTEM; United States Patent 4,923,606 (Gresh et al) dated February 1988 and entitled PLASTIC JACKETED FILTER UNDERDRAIN BLOCK; United States Patent 4,995,990 (Weston) dated April 1989 and entitled AIR AND WATER DISTRIBUTION CONDUIT; United States Patent 5,068,034 (Walter) dated May 1990 and entitled PURIFICATION UNDERDRAIN WITH MEANS COMPENSATE FOR FLOW
AND PRESSURE DIFFERENCES BETWEEN LATERALS; United States Patent 5,160,614 (Brown) dated February 1992 and entitled AIR DUCT BLOCK FOR AIR/WATER UNDERDRAIN SYSTEMS IN
GRAVITY FILTERS; United States Patent 5,149,427 (Brown et al) dated September 1992 and entitled CAP FOR UNDER
DRAINS IN GRAVITY FILTERS; United States Patent 5,413,710 (Roberts et al) dated May 1995 and entitled LATERAL UNDERDRAIN; and United States Patent 5,462,664 (Neuspiel) dated October 1995 and entitled FILTER
UNDERDRAIN MODULE AND UNDERDRAIN SYSTEM.
The prior art identified above suffers from other problems, such problems including that the devices disclosed are not readily adaptable for retrofitting to existing filter installations; that the devices are prone to plugging With grit flushed in during the backwash cycle and are therefore less resistant to structural failure during the large upward hydraulic thrust generated during backwash; that the devices are expensive to purchase and are difficult and expensive to install, some requiring tedious grouting procedures or cumbersome and expensive false bottom structures; that many of the devices are constructed from tile or porous tile or the like and are therefore fragile and subject to breakage during installation while inadequate corrosion resistance is also present; <~nd that some devices require support gravel layering.

Our earlier United l3tates Patent 5,019,259 (Hambley) dated May 28, 1991 <3nd entitled FILTER
UNDERDRAIN APPARATUS WITH PP.R'~ITIONED DISTRIBUTOR
CONDUITS, teaches a filter underdrain apparatus which includes a steel flute or arch forming a plurality of horizontal distributor conduii;s. The conduits are in juxtaposed, laterally spaced relationship and are constructed to define alternai~ing conduits and troughs of a filter underdrain. This apparatus functions well with or without support gravel and reduces backwash water maldistribution by varying thE: diameter of the water inlet/outlet orifices arranged along the length of the water conduits. While this apparatus is effective in overcoming many of the problems of the prior art, the effective diameter of each individual inlet/outlet orifice in the flute or arch needed to be calculated and attendant tool changes were rs:quired during the manufacturing process to acconunodate the variations in orifice size along the flute.

_ Ei SUMMARY OF TFIE INVENTION
According to one aspect of the invention, there is provided apparatus for detE~rmining backwash water flow distribution through an underdrain assembly comprising a substantially watertight housing for removable attachment to said underdrain assembly, << seal between the lower end of said housing and said underdrain and an indicator to measure the rise and fall of water within said housing responsive to water introduced to said housing from said underdrain.

_ 7 _ According to a further aspect of the invention, there is provided a method of measuring backwash water flow through a filter underdrain assembly comprising the steps of removably attaching pit least one housing to said underdrain, initiating a backwash cycle and measuring the rate of water flow from said underdrain into said housing.

BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS
Specific embodiment: of the invention will now be described, by way of examp__e only, with the use of drawings in which:
Figure 1 is an isomE~tric partially sectional view of a water filter tank o~~ basin incorporating the apparatus according to the preaent invention;
Figure 2 is a plan view of a panel member according to the present invention;
Figure 3 is a bottom view of the panel member of Figure 2;
Figure 4 is a side view of the panel member of Figure 2;
Figure 5 is an end ~~iew of the panel member of Figure 2;

_ g _ Figure 6 is an isometric view of the panel member of Figure 2;
Figure 7 is a sectional view taken along 7-7 of Figure 6;
Figure 8 is a sectional view taken along 8-8 of Figure 6 ;
Figure 9 is an isometric exploded view of a panel member according to the present invention particularly illustrating the relationship of the panel member and the seals, relative to the filter underdrain block;
Figure 10 is an isometric view of the assembled panel member and underdrain block of Figure 9;
Figure 11 is an isometric view of a clamping bracket used to secure adjacent ones of the panel members of Figure 1;
Figure 12 is a sectional view of the panel members in a secured position on the filter underdrain blocks and further using the assembled position of the clamping bracket of Figure 11;
Figure 13 is a partial plan view of the grid structure formed by securing a plurality of panel members to the filter underdrain blocks;
Figure 14 is an isometric view illustrating an apparatus used to measure the hydraulic head of water according to a further aspect of the invention;
Figure 15 is an isometric view illustrating the apparatus of Figure 14 in its operating condition with an inflow of backwash water;
Figures 16A-16E are views illustrating a panel member according to Figure 2 but further utilising an air distribution or scouring capability/conduit as used with water backwash according to a further aspect of the invention;
Figures 17A and 17B and plan and side views, respectively, of a panel member utilising air scouring according to a further aspect of the invention;
Figure 18A is an isometric view of a backwash water/air system including longitudinal flutes or arches according to the prior art;
Figure 18B is an enlarged elevation view of the flute or arch of Figure 18A;
Figure 19 is an isometric view of flutes used in a backwash water system according to a further development within the prior art;
Figures 20A-20C are diagrammatic views of a longitudinal flute or arch according to a further aspect of the invention which arch is used for test purposes, the figures not showing the normally used air passageway for ease of explanation;

Figures 21A, 21B and 21C are plan, side and partial bottom views, respectively, of an arch or flute with air scouring capability according to a further aspect of the invention;
Figure 22 is a sectional view taken along 22-22 of Figure 21B ;
Figure 23 is a plan view of a typical media bed illustrating the clay blocks comprising the media bed With the Water orifice holes in the upper surfaces;
Figure 24 is a plan view of a single clay block of the underdrain;
Figures 25A and 25B are enlarged plan and side views, respectively, of the clay block of Figure 24;
Figure 26 is an enlarged view particularly illustrating the plug used to block the holes of the clay block of Figure 24; and Figure 27, appearing with Figure 24, is a sectional view of a seal intended to be located between the clay block and the panel member which panel member has a formed ridge or protuberance extending into the seal according to a further aspect of the invention.
DESCRIPTION OF SPECIFIC EMBODIMENT
The media bed of an underdrain acts as a filter medium for obtaining potable water. Filtration occurs when a feedwater particle is larger than the pores between two adjacent filtering granules thereby preventing passage of the particle through the bed.
Likewise, when feedwater particles pass close enough to the surface of a media granule, the particle may be adsorbed onto the granule.
As the filtering action continues, more and more spaces or pores between filtering granules become plugged. As the pores plug, the flow rates through other pores increase to maintain the set flow rate of the bed.
Particles previously adsorbed in the latter pores are then subjected to higher flow rates which may strip off the particles. The number of particles exiting the filter bed may therefore actually exceed the number of particles entering the bed. To prevent this, a backwashing operation is performed. To perform backwashing, filtered feedwater is pumped up through the bed by reverse flow. This fluidizes the media and rinses out the dislocated particles from the interstitial voids.
The backwash water is discharged and the filter media are then relatively clean thereby to allow commencement of a more efficient filtering action.
A significant problem associated with the backwashing operation is the non-uniform or uneven backwash water distribution which occurs because of the momentum of the water passing through the perforated header or channel. Water passing individual orifices in an underdrain at a relatively high velocity will not be discharged from the orifice as readily as when flowing at a relatively lower velocity. Hence, backwash flow through the filter underdrain will be greater in those portions of the underdrain farthest from the backwash water inlet. Over time this can cause significant disruption of the filter bed by the aforementioned "channelling" with the accompanying deterioration in filter performance.
With reference now to Figure 1, the filter underdrain system according to the present invention is generally illustrated at 44. It is shown within a bed 20 of filter media which includes a top layer 22 of anthracite coal followed by a layer of sand 24. A
supporting gravel layer is not illustrated below the sand layer 24 which gravel, however, may optionally be provided if desired.
Filters according to the prior art generally use a top layer of anthracite 22 over a layer of sand 24 as illustrated. However, filters may operate without the anthracite layer 22. A layer of fine heavy material, such as garnet or ilmenite may also be used under the filter sand. Other filters may operate with materials such as manganese dioxide, magnesium oxide, activated carbon and the like.
The filter underdrain 44 and the bed 20 are located in a concrete, open top tank or basin generally illustrated at 26 which is defined by bottom slab 28, side walls 30 and end walls 32. A partition 34, parallel to side wall 30, defines an overflow trough or gullet 36 for receiving backwash Water from semicylindrical metal, concrete or fiberglass troughs 38, which troughs 38 extend transversely of the basin 26 above bed 20 as is illustrated. The troughs 38 distribute the incoming water and discharge the collected backwash water.

_ 1~~
A further trough or flume 40 is provided in the bottom of the basin 26 at one end thereof for receiving the backwash water. Filtered water is discharged from flume 40 via pipe 42. Pipe 4:? is also used to introduce backwash water back into the ~:lume 40, the media and then to the trough 40 and basin 26, Referring to Figure:a 2 through 8, a filter underdrain panel according to the present invention is generally illustrated at 44. It takes a generally rectangular form which is defined by end walls 46, side walls 48 and inner panel 50. Inner panel 50 has an upper surface 52 and a lower surfaced 54. An elongate brace member 56 is centrally located on lower surface 54 of inner panel 50 and transverse to end walls 46. Brace member 56 is used for rigidit5~ purposes.
Inner panel 50 further includes a multiple of generally rectangular aperturses in the form of punched bridges 58 (Figure 4), the bridges 58 being substantially equidistant from each other and arranged by row and column. Each bridge 58 defins~s a pair of slotted water inlet/outlet apertures 60 (Figure 7) through the upper and lower surfaces 52, 54 of t:he inner panel 50. The slotted apertures 60 are of a dimension sufficiently small to substantially prevent: the passage of filter media thereby allowing for ths, elimination of a support layer of gravel above the panels 44 which gravel is principally used to support tree sand layer resting thereon.
The end walls 46 anc'~ side walls 48 of panel member 44 also conveniently ir..clude a single row of similarly punched apertures or bridges 58 to provide for cleaning of the filter media between adjacent panel members 44.
A perimeter flange 62 has a generally L-shaped configuration in cross-section and extends outwardly from the end walls 46 and side walls 48 as is illustrated.
A gasket retention or sealing wire 64 (Figure 9) of generally circular cross section is attached to the undersurface of the horizontal portion of perimeter flange 62. A sealing gasket 68 is positioned between the underdrain block 66 and the sealing wire 64.
OPERATION
The filter underdrain panels 44 are installed on the upper surface of conventional underdrain blocks 66 with each panel 44 being dimensioned so as to form a cap for each of the underdrain blocks 66 (Figure 9). A
substantially watertight seal is formed between the panel 44 and the underdrain block 66 by inserting sealing gasket 68 made from rubber or other elastomer material between the lower surface of the horizontal wall of the perimeter flange 62 of the panel 44 and the upper surface of the underdrain block 66. The sealing wire 64 applies point pressure on the gasket 68 to ensure that the gasket 68 conforms to surface irregularities of the underdrain block 66 as well as to the undersurface of the horizontal wall of the perimeter flange 62.
The placement of panels 44 in the Figure 1 embodiment follows the placement of the underdrain blocks 66 and will result in a perforate grid like formation of panels 44 (Figures 12 and 13). The panels 44 are secured to the underdrain blocks 66 by drilling a perpendicular hole into the mortar 70 (Figure 12) between adjacent underdrain blocks 66, inserting and cementing in place a non-expanding anchor 72 and utilizing a clamping bracket 74 fastened to the anchor 72 by a threaded nut. Clamping bracket 74 (Figure 11) includes an elongate portion of rigid channel material having semicircular or elliptical cutaways 76 on either side thereof to define four(4) pads or contact areas 78, two at each end, and being substantially centered about hole 80. Hole 80 is dimensioned to allow insertion of the bracket 74 over the anchor 72 such that each of the contact areas 78 engage one corner of a perimeter flange 62 on four adjacent panels 44 while the side cutaways 76 allow clearance of the end walls 62 of panel members 44. Other methods of attachment could clearly be used.
The dual slotted apertures 60 (Figure 7) act as water inlets during the filtration cycle and water outlets during the backwash cycle. Accordingly, the sizes of such apertures 60 are relevant since water flowing at relatively high velocity past an aperture will not be discharged through that aperture as readily as the same volume of water flowing at a lower velocity past the same sized aperture.
Thus, the number and size of the punched bridges 58 and their slotted apertures 60 incorporated into any given panel member 44 define the ratio of open space to closed space for the particular panel 44 and thereby controls the degree of water distribution into the above media bed acceptable in the particular under-drain system from each panel 44 and further prevents "jetting" of the water into the media bed. By increasing or decreasing the number of apertures 60 in any panel 44 or by varying the size of the slotted apertures 60, the quantity of water passing can be varied as desired.
Alternatively, the number of apertures 60 may be varied in a specific panel 44 in the event it is desirable to do so. It is important, however, to determine the number and/or size of the apertures in order to allow more water to escape when water velocity is higher and to allow less water to escape when the water velocity is lower, the objective being to obtain a relatively constant head of water over the length and cross section of the blocks 66 in the basin 26. A
further consideration is to make such size sufficient to prevent the egress of the media through the panels 44.
To measure the hydrostatic head along the various cells and, therefore, to determine the desired release of water from the panel members 44, reference is made to Figures 14 and 15. Each of the cells generally illustrated at 82 comprise an elongate, generally rectangular housing 84 having a closed upper end 86 and an open lower end 88, the open lower end 88 being dimensioned with a perimeter seal 90 of a size for a typical filter underdrain block 66 (Figure 9). The height of the housing 84 is such that since the housing 84 is intended to be attached to a filter underdrain block 66 and operates during the filter backwash cycle, the height should conveniently extend above the filter bed 20 (Figure 1). In practice, it has been found that a housing 84 having a height of nine (9) feet is sufficient for most applications.
A float member 92 is suspended within the confines of the housing 84 and is free to rise and fall responsive to the backwash water flow into the bottom of housing 84. An elongate graduated rule 94 is attached to the float member 92 with one end of the rule 94 extending through the closed upper end 86 of the housing 84. The intervals between graduations on rule 94 are conveniently three(3) inches apart. Rule 94 will rise and fall with float 92.
A reference pointer 96 is attached to the upper end 86 of the housing 84 adjacent the graduated rule 94 extending through the upper end 86 of the housing 94.
The pointer 96 allows determination of the rise and fall of the float member 92 within the housing 84.
The float member 92 and the attached graduated rule 94 are generally centralized within the housing 84 by a rod 98 mounted transverse to the sides of the housing 84. A central ring member 83 encircles the body of the graduated rule 94. Thus, sideways movement of the float member 92 within the housing 84 is restricted to a preset limit. Conveniently, mounting the rod 98 approximately seventy-eight(78) inches from the lower end 88 of the housing 84 allows sufficient lift distance for float member 92.
As described in association with Figure 1, filtered backwash water is periodically introduced into the pipes, troughs or channels 42 running beneath the false bottom and escapes upward into the filter bed via orifices in the underdrain block 66 to fluidize the filter bed 20 and break loose particles trapped in the filter media. Since water flowing at a relatively high velocity across an orifice will not be discharged through the orifice as readily as when flowing at a lower velocity, flow from the underdrain blocks or elements 66 closest to the backwash water channel or inlet 42 will tend to be less than the flow through those underdrain elements farthest from the inlet 42 thereby resulting in a difference in head and flow maldistribution. The cell 82 allows quantification of the extent of flow maldistribution by measuring the float movement thus allowing for appropriate corrective action such as increasing or decreasing the number and/or size of the perforations or apertures 60 (Figure 7) in panels 44.
A plurality of housings 84, each being utilized to acquire a measurement of the rate of flow backwash Water through an individual underdrain block or element 66, will provide head information across the underdrain system. Each of the individual elements or clay blocks of the underdrain system need not be tested. Rather, disparate test points are conveniently chosen. Thus, measurements are first made along a row of underdrain blocks nearest the backwash water inlet 42 followed by sample measurements in an area of blocks further from the backwash inlet 42. Conveniently, this general procedure may be repeated in columnar fashion in order to provide a more complete hydraulic water flow model representative of the existing backwash flow from the underdrain.

The lower end 88 of the housing 84 of each cell 82 is removably attached to the upper surface of a respective underdrain element 66 and a substantially watertight seal is provided. A reference level is established across each cell 82 by float 92 and the backwash cycle is commenced. As backwash water enters each cell 82 from underdrain element 66, the float 92 rises. The rate of rise of float 92 and thus the rate of flow of backwash water into each cell 82 is determined by recording the rise over a predetermined period as rule 94 moves upwardly through the upper end 86 of the housing 84 and past the reference pointer 96.
Enough measurements are recorded to build a representative hydraulic model of backwash flow distribution. Thereafter, corrective action is taken to reduce any maldistribution in the backwash flow by selectively restricting flow through certain of the underdrain panels 44 which results in increased flow through the remaining elements. The testing procedures may be repeated following panel installation to confirm that the corrective modifications have resulted in substantially uniform flow distribution across the underdrain system.
A further embodiment of the invention relates to the V-shaped arches illustrated in our United States Patent 5,019,259 and also illustrated in Figures 18A and 18B. In the prior art embodiment shown in those figures, there is disclosed a plurality of arches 101 joined together with brackets 102 and positioned over the underdrain filter media comprising clay blocks 105. The arches 101 have an air passageway 103 in addition to the water passageway 104 which allows air scouring to occur during the backwash operation. Air scouring can improve the removal of impurities in the filter media.
One problem with the arches illustrated in Figures 18A and 18B, however, was that media retention by the arches 101 suffered; that is, the media could frequently pass through the air and water openings 110, 111, respectively, in the arches 101 so that, over time, the media would become reduced to such an extent that media replacement was necessary. A further problem related to the need for multiple tool changes in producing the air and water holes 110, 111, respectively, in the arches 101 throughout the length of each individual arch 101.
To prevent the egress of media and to assist with reducing the number of tool changes, plates or panels 112 were attached to the arches 101 illustrated a.n Figure 19 on each side of the upwardly directed portions meeting at the apex. Each of the plates 112 had a series of rectangular perforations or apertures 113 punched therein which total cross-sectional area Would relate to the area of the Water openings 111 in the arches 101.
The water openings 111 remained in the arches 101 but their cross-sectional area Was constant throughout the length of arch 101 Which assisted the manufacturing process. The openings in the plates 112 were varied thereby to prevent media egress and also to adjust water release to obtain a constant discharge flow rate throughout the length of the arches 101. The number of apertures 113 in the plates 112 was likewise varied so as to allow fewer apertures further from the Water inlet.
In this case, the apertures 113 Were all the same size.

While the plate attachment process described overcame the problems of media egress and tool changes, however, there were unnecessary manufacturing steps still present and the panels 112 were relatively expensive to produce and install due to their configuration.
Reference is now made to Figures 20A-20C
Wherein a typical arch 200 is shown. This particular arch 200 is a test arch used to determine proper replacement for arch 101 of Figures 18 and 19 as will be explained hereinafter but the comments made concerning arch placement and position also apply to arches normally used in actual operations. The length of arch 200 may vary according to the size of the filter and a plurality of such arches are laid side by side to cover the width of the filter. Arch 200 conveniently includes the air passageway found beneficial for air scouring. However, rather than the plurality of water holes 111 of Figure 18B, there are a plurality of rectangular openings 202 provided of identical size which are positioned intermittently along the entire length of the arches 200.
As well, attachment holes 203 are provided which are used to attach plates 204, shown in greater detail in Figure 20C.
This embodiment allows media retention thereby preventing the migration of media through the previous holes 110, 111 in the arches 101 of Figure 18A and 18B.
As well, the individual plates 204 which are readily connected to the arches 200 may be individually designed with greater or lesser cross-sectional area in the perforations or apertures 205 punched therein and which plates 204 may likewise be provided with a greater or lesser number of apertures 205 which may be of the same size. Thus, the amount of water exiting the plates 204 and used for backwash can be designed to be relatively consistent along the entire length of arch 200 by specifically providing plates 204 with predetermined cross-sectional openings which plates 204 are then positioned on the arch 200 where desired.
Specifically, the plates 204 will ordinarily be designed with greater cross-sectional area by way of increased number of apertures 205 near the entranceway of the water to the arch 200 and with a decreased number of apertures 205 near the end of the arch 200 downstream from the entranceway. Once the desired water discharge is obtained, arches as generally illustrated at 500 in Figures 21A and 21B are produced. Arches 500 have a plurality of apertures 501 punched directly into the arches 500, which apertures 501 are conveniently horizontal and in double rows as is illustrated, although vertical apertures could also be used as well as apertures of virtually any orientation. The individual apertures 501 will be the same size but the number of such apertures 501 will typically vary, there being an increased number of apertures 501 near the water inlet 503 (Figure 21C) and a reduced number of apertures 501 as seen at the far end of the arches 500 as is illustrated.
The arches 500 are easier to manufacture, with the previously existing holes or apertures 501, 502 of variable diameter along the length being replaced with openings of consistent size but varying in number. The number of apertures selected may follow head measurement as previously described in association with the apparatus illustrated in Figures 14 and 15 or by using the removable plates 204 of Figures 20A-20C.

Yet a further embodiment of the invention relates to the addition of air passageways in the panel members 44 (Figure 9) is illustrated in Figures 16A-16E.
Since air scouring has been found useful to increase the efficiency of the backwash operation, an air passageway is provided in panel member 300 in the form of an inverted hat section 301 (Figure 16B) into which air is introduced. In a first configuration, openings 302 are provided in the hat section 301 to release the introduced air under pressure sidewise beneath panel 300. In a second configuration as illustrated in Figures 16D and 16E, air openings 303 are provided in the panel member 300 itself directly above the hat section 301 such that the air passing through the hat section 301 exits the section 301 upwardly from the panel where scouring takes place. This latter configuration has the advantage in that the punching operations are carried out on only one member, namely panel 300, so production costs are reduced.
A further embodiment of the invention is illustrated in Figures 17A-17B. In this embodiment, the panel members 400 are significantly larger than the panel members 44 (Figure 2). These panel members 400 cover a greater amount of the underdrain 66 since several filter underdrain elements or clay blocks 66 may be covered by the panel 400. A greater amount of water therefore passes upwardly through the panel member 400 and to allow for the increase in air scouring necessitated by the increase in water flow, three(3) inverted hat sections 401, 402 are used under each panel 400, the two side sections 402 being located equidistant from the center section 401. Otherwise, the operation is identical to the operation of the embodiment of Figures 16D and 16E; that is, air is introduced into each of the hat sections 401, 402 and escapes from openings 403 in the panel 400 directly above each inverted hat section 401, 402.
Although the panels 44 (Figure 6), 300 (Figure 16A) and 400 (Figure 17B) of the present invention are illustrated as being positioned as caps on conventional filter underdrain blocks 66, the panels will function effectively in the control of backwash flow maldistribution without the underdrain blocks 66 and will provide effective backwash water distribution control in any situation wherein the panels 44, 300, 400 can be mechanically fastened and suitably sealed to an appropriate substructure. Likewise, while the panels 44, 300, 400 are illustrated in generally rectilinear form, the number and size of the perforations and apertures may be provided in panels of different configuration such as semicircular or triangular panels.
In yet a further embodiment of the invention, reference is made to Figures 23 through 26. In this embodiment, panel members which have been previously described have apertures that are all the same size and number may be positioned over the clay underdrain blocks 600 as viewed in Figure 23. In order to allow for the correct water flow from the underdrain blocks 600, the holes 601 (Figure 24) are selectively plugged using the nylon plug or insert 602 (Figure 26) with a screw 603 which acts to expand the plug or insert 602 when it is inserted. With reference to Figure 25A, two holes 604 have been plugged and the remaining holes 610 remain open and not plugged. Thus, the water flow from the underdrain blocks 600 is reduced a predetermined amount.
Likewise, other underdrain blocks 600 may have a greater or lesser number of holes plugged, the objective being to have water outflow from the underdrain blocks 600 substantially constant over the entire underdrain area with its concomitant advantages.
Thereafter, panel members 44, 300, 400 which may all contain the same number and size of apertures can be used over the underdrain blocks 600 to prevent media egress and to allow air scouring if desired.
Reference is made to Figure 27 in which a seal 700 is located between the panel member 701 and the underdrain block (not shown). The panel member 701 is manufactured with a rise or ridge 702 in its circumferential area 703. The ridge 702 applies pressure on one side of the seal 700 which assists in the retention of the seal 700 and which also assists the sealing action between the seal 700 and the underdrain block.
While the method of measuring hydraulic head on the underdrain system described herein uses a rule and an indicator, it should be understood that this elementary and basic measurement technique serves to best explain the technique. It is clearly contemplated that a more sophisticated measurement technique could be used, such technique using electrical analog or digital signals and such measurements being recorded through an appropriate computer interface or other recording medium. Likewise, a float need not be used. Rather, a stationary resistance measuring strip, for example, could be positioned within the measuring cell, thereby sensing the depth of water over time and transmitting such information to a receiving station located on or remotely from the transmitter. Other sensing devices are clearly usable if desired.
While the term "filter underdrain" is commonly used, the invention is not restricted to filters.
Various types of water/waste and process equipment utilise improved backwash distribution which do not use filters. Examples of such equipment include up-flow or down-flow contact clarifiers, activated carbon contactors, ion exchange units, iron removal units, including those of the greensand/catalyzed sand type, catalyst bed contactors, including desilicizers; and neutralizing media contactors. Thus, it is intended that the term "filter underdrain" be used and understood to encompass units other than filters.
Further, in some process equipment vessels such as upflow mode filters and contact clarifiers, the underdrain serves a different function than in downflow, that is, it serves to distribute incoming service flow as well as backwash. Backwash in filter is a periodic reverse flow of filtered water through the media to flush out trapped impurities. The term is used in ion exchange and carbon contactors as well, but in filters, dirt is flushed from the bed by backwash. In ion exchange, carbon contactors and the like, water is typically filtered in advance so backwash serves to loosen and then resettle the bed to eliminate packing and flow channelling so that contact is improved and short circuiting averted in carbon contactor units. In ion exchangers a backwash is required to wash any dirt from the bed, but more to loosen and then resettle the bed so that regenerant contact is maximized and regenerant short circuiting avoided.
While the apparatus illustrated in Figure 1 illustrates a common backwash filter system, the panels according to the present invention are adaptable to other configurations, such configurations including a transversely extending trough or flume or embedded pipe across the center width with filter outflow and backwash inlet at the side; a trough or flume or embedded pipe running the length of the filter down the center line, or along one side, or externally down one side; and circular filters with cross diameter inlet/outlet flume or trough or embedded pipe with the underdrain of the present invention running transversely to such trough or flume.
A variety of materials may conveniently be used to fabricate the filter underdrain panels 44. Painted or galvanized steel, aluminum, fiberglass, various types of plastics and fiber reinforced plastics, concrete are examples. The preferred material, however, a.s 304 or other grade stainless steel because of the strength and high corrosion resistance properties of this material.
While the invention has been disclosed by way of various specific examples, such embodiments are illustrative of the invention only and should not be taken as limiting its scope. Many modifications will readily occur to those skilled in the art to which the invention relates and it should be limited only by reference to the accompanying claims.

Claims (5)

THE EMBODIMENTS OF THE INVENTION IN WHICH AN EXCLUSIVE
PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:

1. Apparatus for determining backwash water flow distribution through an underdrain assembly comprising a substantially watertight housing for removable attachment to said underdrain assembly, a seal between the lower end of said housing and said underdrain and an indicator to measure the rise and fall of water within said housing responsive to water introduced to said housing from said underdrain.

2. Method of measuring backwash water flow through a filter underdrain assembly comprising the steps of removably attaching at least one housing to said underdrain, initiating a backwash cycle and measuring the rate of water flow from said underdrain into said housing.

3. Method as in claim 2 wherein said rate of water flow into said housing is measured by the rise of water within said housing.

4. Method as in claim 3 wherein said rise of water is measured by a float.

5. Method as in claim 2 wherein said one housing is connected nearer to a water inlet for said underdrain and further comprising a second housing connected to said underdrain at a location relatively further from said water inlet for said underdrain.