CA1313955C - Highway edgedrain - Google Patents

Abstract

ABSTRACT OF THE DISCLOSURE
A hydraulic structure is provided in the form of a flexible, flat, corrugated plastic tube having a relatively oblongated cross-section, with apertures associated with the grooves of the corrugation. The tube is enclosed in a geotextile sheath. The two relatively flat sides or panels of the tube are separated from each other by a plurality of pairs of cuspations, which project inwardly from the panel surface. Cuspations from the opposing panels are secured to one another thereby providing increased structural integrity.

Description

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T~tles Hlghway Edgedrain FIELD OF THE INVENTION

This invention relates to a hydraulic 8tructur8, and more particularly to a fl~t tubulax structure which preferably can be used as a highway edgedrain.

BI~CKGROUND OF THE INVENTION

This invention is directed to the providing of a suitable hydraullc structure which is designed to be utilized as a highway edgedrain. The United States of America's total investment in its h~ghway system exceeds $200 billion dollarse with the greatest enemy to these highways being water. The presence of undesirable levels of water in the road sub-base aggravates the deterioration of the highway. The types of pavement distresses caused by water are quite numerous and vary depending on the type of pavement system. For flexible pavement systems, such as asphalt, some of the distresses related to water either alone or in combination with temperature include: potholes, loss o aggregates, raveling, weathering, alli~ator crack~ng, reflective ~3~39~

cracking, shrinkage crackiny, and h~aves (from frost or swelling soils). For rigid ~avement systems, such as concrete, some of the distresses include faulting5 joint failure, corner cracking, diayonal cracking, transfer cracking, longitudinal cracking, shrinkage cracking, blow-up or buckling, curling, D-cracking, surface spalling, steel corrosion, and heaving ~from frost or swelling soils) Since 1976, the U.S. Department of Transportation, Federal Highway Administration, has been conducting studies aimed at solving the water problem. Since 1977, the Transportation Research Board of the National Academy of Science has been involved in similar research efforts.
Ongoing studies by both these organizations have attempted to address this serious problem.

Moisture in pavement systems can come f rom ~everal sources.
Moisture may permeate the sides, particularly where coarse-grained layers are present or where surface drainage facilities within the facility are inadequate. The water table may ris@;
thi5 can be expected in the winter and spring season. ~urface water may enter joints and cracks in the pavement, penetrate at 20 the edges of the surface~ or percolate through the surfacing and ~houlders~ Water may mov~ vertically in capillaries or interconnected water films. Moisture may move in va~or form, depending on adequate temperature gradients and air-void space.
~oreover, the problem of water pavement systems of ten becomes more severe in areas where frost action or freeze-thaw cycles occur, as well as ln areas of swelling so~ls and shales.

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OneP the sub--base becomes appreciably saturated, the highway literally is floating on a bed of saturated base material. The water problem is further aggravated by a phenomenon known as ~pumping~. The surface of a highway, whether it be of an asphalt or concrete composition, has a significant amount of force exerted on it by larger vehicles, such as semi-tractQr trailers.
This exertion of force actually causes the pavement to deflect slightly, wherever cracks or underlying voids are present with respPct to asphalt roads, and wherever joints, faults or underlying voids are present with respect to concrete roads.
This deflection of the pavement, however slight, causes a pumping movement with respect to the water trapped ~n the sub-base. Part of this pumping of wat~r occurs laterally through the sub-base only, resulting in the washing away of fine soil particles, which over time significantly weaken~ the sub-base.

Mo~e important, however, is the movement of water immediately beneath the pavement surface. This movement of water tends to erode the area under the pavement, causing voids and ultimately leading to pavement failure. Additionally, the velocity of the water flow carries away small portions of the lower pavement surface. Studies by the French government have shown that the velocity of the water flow generated by apumping~
can reach up to 200 mphO Thuss the problems caused by water cannot be underestimated. An example of how acute these problems can become, is vividly shown by the fact that in 1981, the United States Congress launched a federal investigation into the . . .

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deterioration o Inters~ate 10 in Florida, whi~h had bsen destroyed within 6 years o its date of installation by the interaction o water with the road surface.

Recognition of the problem water poses for roads is not new.
5 However, the two traditional approaches to the problem, i.e~
better methods of sealing the road surface, and improved structural design of the pavement~ have proved futile in combatting roadway deterioration. Thus, it has only been in recent years that attention has been dirscted to the merits of edgewater drainage.

The earliest attempts at trying to combat the problem of water through proper edgewater draining of highways commenced in earnest in the early 1970'5, when sections of 4 inch round plastic pipe manufactured according to the teaching of Sixt, U.S.
Pat. No. 3,699,6R4 were laid on top of a sheet of polypropylene fabric. The pipe was then cov~red with gravel, with the fabric then being folded over the gravel~ and covered by a cement or asphalt cap. Other examples of subterranean drain design, such as Delattre9 ~rench Pat. No. 2,384,901, Healy et al., U.S. PatO
Mo. 3,654~765~ Healy et al., U.S. Pat. No. 3,563,03R and Glasser et al., Great Brit. Pat. No. 2~056,236 were incapable of accommodating ~he flow pressnt in highway edgedrains and thus proved of no help in solving the problem. Additionally, these dra~n designs are rigid and not bendable, thus requiring excavation of sufficiently long trenches so that an entire length ~3~3~

o~ drain can be installed. Moreover, there is the problem of matting and lack of structural integrity~ Finally, the surfacs area of the drain capable of bein~ in direct contact with the sub-base for purposes of support was minimal due to the presence of the cylindrical conduit. The problem relating to surface area also confronted Sixt, U.S. Pat. No. 3,830,373 and was aggravated by the fact that the surface area for intercepting sub-surface water was limited to approximately the diameter of the conduit.

In approximately 1983, the Monsanto Corporation introduced its answer to the edgedrain problem in the form of its Hydraway0 edgedrain, a flexible composite product with fabric bonded to a polyethylene core. U.S. Paten~ No. 4,572,700 was granted in connection with the Monsanto~ product. Other companies have attempted to provide strong, efficient hydraulic structures for use as highway edgedrains. Examples of other companies and their respective products include Burcan Manufacturing, Inc. and its Stripdrain~ and the American Wick Drain Corporation and its product, Akwadrain~O

Unfortunately, all of these recent attempts at providing efficient hydraulic structures have resulted in products which are relatively fragile and have a tendency to encounter d$mensional creepO D~mensional creep causes the hydraulic structure to slowly move vertically when horizontal stress is applied, thereby sac~ificing structural integrity and orming voids. D~mensional creep exacer~ates problems with matting, as ~3~39~

well as acceleratlng roadway de~erioration. Further~ they often utilize fabric which, depending on the adjoining soil, may become blinded with soil particles or may allow too much material to pass through resulting in loss o sub-ba~e support.
Additionally, due to their structure, their fabric has a tendency to mat down, thereby blocking flow channels and causing a decreased flow capability. Furthermore, they are characterized by a labyrinth-like staggered flow channel, as op~osed to one whi~h is essentially free-flowingg SUMMARY OF THE INVENTION

In accordance with this invention, a hydraulic structure is provided for use preferably as a highway edgedrain. The structure of this invention is formed from an oblongated plastic core or shell that can be fabricated in a thickness suitable for atta;ning the necessary structural strength. The plastie core is configured as a relatively flat tube and inserted into a fabric sheath, Preferably, this fabric sheath o a nonwoven fabric wrap will have a geotextile composition. In the preferred embodiment of the invention~ the plastic core is cQrrugated~ with a plurality o apertures present in the grooves associated with the corrugation. The recsssed ~rooves act as channels to rapidly accommodate any water excreted by the adjacent sub-base, while the flat surface of the ridges approximates a planar exterior surface for the portion of the tube directly adjacent to the pavement and sub-base.

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Additionally, a plurality of cuspations project lnwardly from the relatively flat two opposing panels of the oblongated tu~e to provide structural integrity as well as to eliminate the problems with creeping encountered in the prior art~ The cuspations permit the hydraul}c structure to remain in intimate contact with the edge of the pavement and sub~base. The geotextile sheath is continuous about the tube, with the sheath being secured to itself by` appropriate fastening means~ The sheath acts as a filter to prevent the passage into the hydraulic structure of relatively large particles or rocks which would decrease flow Gapab~lity.

The primary objective of this invention is to provide a highway edgedrain that is of extremely economical construction and is particularly easy to install and maintain in functional, operational relationship to the sub-base and pavement of a highway. Important aspects of this objective are the forming of an edgedrain which is extremely effective ln facilitating the removal of water from beneath the pavement and from within the sub-ba~e. This important objective is furthered by the corrugations of the pipe which serve as channels, as well as the plurality of apertures within the grooves of the corrugations which facilitate the passage of water into the hydraulic structure.

Another important objective is the fabrication of a highway edgedrain which will resist dimensional creep. Thi~ important -- . 7--.

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objective i~ furthered by the p~esence of the inwardly projecting cuspations which serv~ to provid~ support for the o~posing relatively planar side panels of the hydraulic ~tructure. This important objective is also furthered by the relatively planar side panels of the hydraulic structure which arP in direct contact with the edge of the pavement and sub-base.

Another objective of this invention is to provide a hydraulic structure which overcomes problems with decreased flow area due to problems with matting. This important ob~ective is lU furthered by the corrugations which serve to hold the sheath in a supported and yet spaced relation with the aperturesO This objective is also furthered by eompletely enelosing th~ flow area in ~lastic, thereby preventing the possibility of the geotextile fabric becoming clogged and congesting the flow area.

These and other objects and advantages of this invention will be readily apparent from the following detailed description of an illustratiYe embodiment thereof. Reference will be had to the accompanying drawings wh~ch illustrate the preferred embodiment of the invention.

DESCRIPTION OF THE DRA~ING FIGURES

Figure 1 is a fragmentary front perspective view of a hydraulic structure embodying our new invention with a portion of ~3~3~

the geotextile sheath shown removed in oxder to facilitate a better unde~standlng of our new inven~ion.

Figure 2 is a diagrammatic drawing showin~ the sources of water in roadbedsO

Figure 3 is a diagrammatic drawing showing the affect of pumping action on a roadbed.

Figure 4 discloses our new invention as ~ositioned for actual use.

Figure 5 is a fragmentary ~ide view of the pre~erred embodiment of the invention.

Figure 6 is a vertical sectional view on a grsatly snlarged scale taken along line 6-6 of Figure 5.

Figure 7 is a vertical sectional view on a greatly enlarged ~cale taken along line 7-7 of Figure 5.

Figure 8 is a fragmentary side view of a modified structure of the invention.

Figure 9 is ~ fragment~ry side view on a gre~tly ~nlarged scale showing the area enclosed by line 9-9 of Figur~ 8.

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Figure 10 ls a vertical sect~onal view on a greatly enlarged scale taken along llne 10-10 of Figure 8.

Figure 11 is a fragmentary horizontal sectional view taken along line ll-ll of Figure 9~

S DESCRIPTION OF THE ILLUSTRATIVE EMBODIMENT
_ Having reference to the drawings, attention is direeted first to Figure 1 which illustrates a hydraulic structure embodying this invention designated generally by the numeral 20.
To best appreciate the improvement associated with this edgedrain 20, it is necessary to consider the conditions under which this structure is designed to operate~ Figure 2 discloses the existence of a highway 25 surrounded on three sides by subgrade soil 27O Although highwa~ 25 is supported by subgrade soil 27, ultimately a ground water table 28 exists at some depth below highway 25. Water problems occur beneath the hlghway due to three sources of water designated as W-l, W 2 ~nd ~-3, Som2 water will rise from ground water tabl~ 28 by means of capillary action as shown by W-l. Other water during times of precipitation will pass into the subgrade soil beneath highway 25 by means of lateral seepaye as shown by W-2. Finally, some water will seep through cracks and joints in highway 25 and enter the subgrade soil as shown by ~l-3.

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The problem which this invention addresses is diagrammatically shown in Pigure 3 which shows the effect of a heavy vehicle on the highway 25 and more particularly to the highway pavement 30 and sub-base 31. As the upper portion of Figure 3 shows, vehicle V moving in direction T will by nature of the vehicle weight, depress portions of the pavement wherever there is a fault 33 or cavity 34. The depression of pavement 30 along fault line 33 causes some deterioration of the pavement surface. However, the real damage to the road ~s caused by the underlying effect of water as shown by water movement W-5, W-6 and U-7. The weight associated with vehicle V when the portion adjacent thP fault is initially depressed forces water downwardly throu~h the sub-base towards the subgrade soil. Additionally~
some water is forced laterally in direction ~-6 parallel to the road surfaceO Other water is foreed in direction W-7 such that cavity 34 becomes ~illed with some of the water force associated with W~7, thereby eroding small particles from the lower surface of pavement 30.

As vehicle V travels in direction T acros~ fault line 33, a portion of the pavement previously depressed returns towards its original position, while the portion of the pavement immediately beyond the fault line now becomes depressed as shown in the lower portion of Figure 3. Water previously directed downward by,force ~7-5 is now subjected to extreme downward pressure at this point which over time results ln the creating of a depression 35. Thi~
depression allows portion~ o ~ub base 31 to pull away from the ~ 3 ~
lower surface of pavement 30/ thereby causing a greater volume to be associated w~th cavity 34, Additional water force is directed into the portion of the cavity formerly filled by the depressed pavement. This foree of water W-8 cau~es additional fine particles on the lower surface of the pavement to erode~ The rapid contraction ~f cavity 34 by the passage over fault 33 of vehicle V will force water to spurt upwardly through the ault as shown by W-9. This rapid expulsion of water will be accompanied by particles originating from the pavement, as well as sub-base sediment~ The abrasive action caused thereby additionally widens the fault 33D which in turn permits greater volumes o$ surface water to seep downward. Over time, cavity 34 will become laryer and larger as the sub-base is removed from its position adjacent pavement 30 primarily by water forces W-5, ~-6 and ~-9.
Eventually, pavement 30 will experience additional faulting as the pavement portions adjacent the fault line will break away due to a lack of support from the sub~base. In extreme cases, entire portlons of a road may be engulfed in what is known a~ a sink-hole.

In accordance with this invention, an edgedrain 20 is designed to be positioned immediately adjacent the edge of pavement 30 and sub-base 31 as shown ln Figure 4. No~mally, the pavement itself is approximately 9 inches thick with the sub-base being approximately 10 inches thick. The sub-ba~e may be of a s~ngle material or may have the upper portion comprised of an aggregate bituminous ~ase with the lower portion comprised of 3 ~3~3 9 ~ 3 lime sub-base. The edgedxain 20 is positioned in trench 42 such that it~ lower~mo~t portion ls a mlnimum of hetween 16 and 22 inches below the surfaee. Similarly, the edgedraln preerably extends between 1 1/2 and 2 inches above the seam llne associated with the pavement 30 and sub-base 31. Trench 42 then has flll 43 deposited on the opposite side of edgçdrain 20 to ensure that the edgedrain is in intimate contact with the edge of the pavement and sub-base. Finally, a concrete, asphalt, or other aggrega~e cap 45 is placed along the length of the top of the trench.

In accordance with this invention, a highway edyedrain 20 is provided as can be seen in Figure 1 with an external core 50 in the form of a lon~itudinally flexible corrugated tube encased in a porous fibrous sheath or web 52. Preferably, the tube is formed from extruded thermoplastlc polymer such as polyethylene l~ fabricated in a thickness suitable for obtaining nec~ssary structural strength. In the preferred embodiment of this inventlon, the wall thickness is contemplated as being between .Q3 and ,04 inches. The fibrous sheath 52 preferably is of a non-woven fabric wrap of a geotextile cQmposition having a d~nsity of at least 3 ounces per square yard, similar to the product known as TYPAR, a trademarked product of Reemay, Inc., a spun bonded polypropylene fiber having a weight of approxlmately 3.5 ounces per square yardO

The eorrugated structure of the tube can best be seen in F~gures 5, 8 and g J which show the various ridge~ 54 and grooves , . . . .

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55 associated with the corrugation~ These ridges and ~rooves appear a3 alternating ~nnular peaks and valleys with walls interconnecting them. In selected valleys 55 of the tube, a plurality of apertures 58 are arranyed transversely to tne longitudinal axis of the tube. Additionally the apertures are arranged in a plurality of rows with respect to the longitudinal axis of the tube.

A plurality of cuspations 60 project inwardly fr~ opposite first and sscond panels 66 and 67 respectively. These cuspations serve as a means which extend between the side panels to provide ~nternal support between the walls. These panels, along with rounded ~dges 68 and 69~ provide the tube with an oblongate cross-sectional appearance as can be seen in Figure 1. In the preferred embodiment shown in Figures 5-7, the cuspations are of two types. The first type of cuspations 80 are positioned along the longitudinal axis of the ~tructure, and are of a polyhedral ~hape with a plurality of triangular faces 81. The base of the polyhedron is preferably a square with sides Qf a length of 1 l/8 inch. Opposing cuspations are physically joined to one another ~t mold line 82, so as to secure panels 6G and 67 in fixed spatial relation to each other. The cuspations 80 project approximately 3/8 inch inwardly from the interior surface o each of said panels 66 and 67.

The preferred typs of embodiment also utilizes a second type of cuspatlon 85~ which has She appearance of a truncated --1'1-- . ' :~3~39~5 polyhedral shape, ~ith the truncation preventlng the opposing cuspations o this second type from being secured to one another.
The ratio of the number of this second type of cus~ation to the first type is at least 2:1. At least one row of the second type of cuspation appears between the edges 68 and 69 and the center row of cuspations 80. Cuspations of this second type 85 can also be positioned along the longitudinal axis of the structure, being interspersed with cuspations of the first type 80. The tube is thus coilable about the axis parallel to the corrugations.
Moreover the structure is structurally continuous and rigid in dlrections perpendicular.

In this preerred embodiment the cuspations are arranged in a plurality of rows9 with adjacent rows being offset from each other. The distance bet~een adjacent rows is approximately l 3/4 inches, such that the top and bottom rows are positioned 4 5/8 inches apart. With respect to the cuspations in each row~ they are separated by approximately 2 5/8 inches. In the center row, cuspations oE the first type 80 are positioned approximately 6 5~8 inches from each other, Thus, the distance between any two cuspations of the first type 80 is greater than the distance between any adjacent cuspations, wherein at least one is of the second type 85.

In an alternative embodiment, shown in Figures 8-11, there are fewer rows of cuspations, with all of the cuspations resembling one ~nother. Figures 8-11 show all cuspations as .. .

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being the first type of cuspations 80 o the preferred embodiment. All of these cuspations are shown as being positioned in opposing reiationship.

In both embodiments, the means of support 60 are provided at intervals along the length of the tube. The cuspations 60 are oriented such that the two panels have an identical number of cuspations occurring in pairs, preferably located opposite one another.

Wi~h the height of the preferred tube 50 being approximately 12 inches, the height associated with said panels 66 and 67 is greater than the distance between said panels which is on the order of greater than 1 inch. The ratio between the height and the distance between the panels is greater than 2.S:l. The ratio of the height of the tube in inches to the number of rows of cuspations is ~re~ter than or equal to 3.~.1.

As can be seen in Figure 8, the rid9es or annular peaks and grooves or valleys alternate with one another with walls interconnecting said peaks and valleys. In the preerred embodiment of the invention, the annular peaks are of a height of - 20 approximately 3/8 inch and are in the shape of a trapezoid. The upper surf aces o the peaks are flat such that panels 66 and 67 assume a relatively 1at configuration. The dimensions associated with the width of ~she valleys is approximately the same as the dimensions associated with the width o~ the peal~s.

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These alternating peaks and valley~ form a plurality of channels for receiving and transporting of fluids to the apertures at whlch locations the flow enters the interior of the tube and passes along a plastic lined flow chann~l formed ln part ~y the 5~ inner surace wall of the tube. The peaks also serve to keep the fabric sheath in a spaced relation with the bottom of the channels and the apertures therein.

As can be seen in Figures 1 and 7, the first and second panels are secured to one another along the top and bottom of said panels throughout their entire length with said fibrous sheath being secured to itself by appropriate fastening means such as ultrasonic or hot-wire welding. The fibrous sheath which surrounds tubs 50 thus is not secured to the outer surface of the tube itself. This has practical advantages in permitting easier installation of the corrugated tube in trenches sinee the fibrous sheath will not be stretched or deformed due to the manner in which the tubes are coiled for purposes of storage.

It will be readily apparent from the foregoing detailed description of illustrative embodiments of this invention that a particularly novel and extremely effective hydraulic structure is prov~ded. This flexible corrugated tube structure is relatiYely simple to fabricate and requires minimal amount of time for installation in trsnches adjoining highways for application as an edgedrain. The edgedrain results in an extremely effective product to transport water received a5 slow seepage as well as ~ 3 ~

water received in hi~h velocity pumping to a remote discharge point. The specific configuration of an outer structurally rigid shell of oblongate cross-sec~ion s~rves to permit the introduction of water into the hydraulic s~ructure from two sides S as well as providing a hydraulic structure which assists in the support of the edge of the sub-base and pavement. This assistance effectively slows the deterioration of the pavement and sub-base. The structure of this invention permits greater unobstructed f luid f low then is found in cther currently known systems. The invention also has applications in other types of drainage, including agrlcultural and foundational, as well as along other paved or covered surfaces.

Claims (20)

1. A hydraulic structure comprising a flexible, corrugated tube having alternating annular peaks and valleys, said tube surrounded by a fibrous sheath;
said tube having first and second relatively flat opposing spaced corrugated panels;
said panels of said corrugated tube having a plurality of apertures in selected valleys of the tube arranged transversely to the longitudinal axis of the tube, and means extending between said panels within said tube for supporting said panels in a spaced relation, said means comprising inwardly projecting cuspations located on said first panel opposite cuspations on said second panel.

2. A hydraulic structure according to claim 1, wherein at least some cuspations of said first and second panels are secured to one another.

3. A hydraulic structure according to claim 1, wherein cuspations are in the shape of a polyhedron having a plurality of triangular faces.

4. A hydraulic structure according to claim 1, wherein said first and second panel are of the same dimension, with the height associated with said panels being greater than the distance between said panels.

5. A hydraulic structure according to claim 4, wherein the height associated with said panels is more than two and one-half times greater than the distance between said panels.

6. A hydraulic structure according to claim 1, wherein said tube as of an oblongate cross-section.

7. A hydraulic structure according to claim 6, wherein said apertures are of a rectilinear configuration having their longitudinal axes in the same plane as the longitudinal axes of said valleys.

8. A hydraulic structure according to claim 1, wherein said fibrous sheath is fabricated from a nonwoven fabric.

9. A hydraulic structure according to claim 8, wherein said sheath is fabricated from a geotextile material.

10. A hydraulic structure according to claim 9, wherein said geotextile material has a density which is greater than 3 ounces per square yard.

11. A hydraulic structure according to claim 8, wherein said first and second panels are secured to one another along the top and bottom of said panels throughout their entire length.

12. A hydraulic structure according to claim 8, wherein said sheath is continuous about said tube, being secured to itself by appropriate fastening means.

13. A hydraulic drain structure comprising a corrugated oblongate tube having a series of peaks and valleys, said tube having relatively flat opposed spaced corrugated panels, a plurality of apertures in the valleys of said spaced panels, inwardly projecting means within said tube located on at least one of said spaced panels for supporting said panels in a spaced relation, and a continuous porous web disposed around said tube.

14. The hydraulic drain of claim 13 wherein said oblongate tube is elongated and is coilable about an axis parallel to the corrugations thereof, said tube being substantially rigid in directions perpendicular to said axis.

15. The hydraulic drain of claim 13 wherein said support means comprise spaced members secured between said panels.

16. A hydraulic drain comprising a corrugated oblongate tube having a series of peaks and valleys, said tube having relatively flat opposed spaced corrugated panels, inwardly projecting spaced support means within said tube located on at least one of said panels for supporting said panels in a spaced relation, said tube being elongated and coilable about an axis parallel to the corrugations thereof.

17. A hydraulic structure comprising a flexible, corrugated tube having alternating annular peaks and valleys, said tube having first and second relatively flat opposing spaced corrugated panels, and means extending between said panels within said tube for supporting said panels in a spaced relation, said means extending between said panels within said tube for supporting said panels in a spaced relation, said means comprising inwardly projecting cuspations located on at least one of said relatively flat opposing spaced corrugated panels.

18. A hydraulic structure according to claim 17, wherein at least one of said panels of said corrugated tube has a plurality of apertures in selected valleys of the tube arranged transversely to the longitudinal axis of the tube.

19. A hydraulic structure according to claim 18 wherein said tube is surrounded by a fibrous sheath.

20. A hydraulic structure according to claim 17, wherein said tube is of an oblongate cross-section.