WO2011071924A1 - Système modulaire et adaptable, de gestion de liquide - Google Patents

Système modulaire et adaptable, de gestion de liquide Download PDF

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Publication number
WO2011071924A1
WO2011071924A1 PCT/US2010/059287 US2010059287W WO2011071924A1 WO 2011071924 A1 WO2011071924 A1 WO 2011071924A1 US 2010059287 W US2010059287 W US 2010059287W WO 2011071924 A1 WO2011071924 A1 WO 2011071924A1
Authority
WO
WIPO (PCT)
Prior art keywords
components
management system
cable
liquid management
arm
Prior art date
Application number
PCT/US2010/059287
Other languages
English (en)
Inventor
Jason D. Zajicek
Heidi J. Bulgrin
Anthony C. Wangelin
Original Assignee
Penda Corporation
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Penda Corporation filed Critical Penda Corporation
Priority to MX2012006505A priority Critical patent/MX2012006505A/es
Priority to CA2732245A priority patent/CA2732245C/fr
Priority to EP10836551.1A priority patent/EP2510155A4/fr
Priority to AU2010328303A priority patent/AU2010328303A1/en
Publication of WO2011071924A1 publication Critical patent/WO2011071924A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B5/00—Artificial water canals, e.g. irrigation canals
    • E02B5/02—Making or lining canals
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems

Definitions

  • the present disclosure relates to a modular, scalable system for lining a ditch or other channel for transporting water
  • Ditches have been commonly used to transport water from one point to another for millennia.
  • earthen ditches have been used to transport irrigation water, potable water, and drainage water. Because they are relatively easy and inexpensive to construct in nearly any kid of terrain, earthen ditches are still commonly used today.
  • the term "ditch" signifies any channel whether dug in the earth and/or completely or partially built above earth level, and includes structures thai may be referred to as, for example, drains, culverts, canals, or channels,
  • seepage loss When water is transported through an earthen ditch, significant loss of water can occur in a variety of ways, e.g., seepage, evaporation, and leaks (collectively described herein as ' "seepage loss"). Depending on a variety of factors, as much as 80-90% of the water entering a ditch may be lost rather than reaching its intended destination. The most significant causes of seepage losses appear to be related to non-evaporative causes where the water is lost into the surrounding soil, which ioss may be accelerated by erosion (particularly for fast moving water), excessive vegetation and/or tree root systems, and rodent burrows. It is known that lining ditches with material that resists seepage dramatically decreases seepage losses.
  • Earthen ditches also require regular cleaning and maintenance to minimize water loss caused by problems such as, for example, ditch wall collapses, erosion, rodent activity, and accumulation of debris or sediment. Maintenance and repair of earthen ditches can be costly because it is labor intensive and can require large equipment. [0006] Where drainage water flows over the ground, there may be serious erosion problems threatening structures or damaging property. This is especially true where the water is draining down a steep embankment, such as along a road or highway interchange.
  • An exemplary embodiment relates to a modular, scalable liquid management system, comprising a plurality of corrugated, correctable ditch liner components, comprising at least one base and at least one arm wherein the ditch liner components are adapted to be cut to change their shape or reduce their length and/or width without compromising their cormectability, the ditch liner components are adapted for connection to components of the same type for increasing one or more dimensions of the liquid management system, and the ditch liner components are adapted for side-to-side coupling of components and end-to-end coupling of components; a sealant for placement between adjacent components at or about the point of connection; a plurality of fasteners for coupling ditch liner components together: and at least one anchoring system attachable to one or more ditch-liner components for securing the liquid management system in place wherein the ditch liner components are adapted to be assembled into the liquid management system by connecting a plurality of base components side-to-side and/or end-to-end to form the base of a liquid management system
  • Another exemplary embodiment relates to a method of assembling a modular, scalable liquid management system, comprising providing a plurality of corrugated, conneetable ditch liner components, comprising a piurality of base components wherein the ditch liner base components have corrugations adapted for side-to-side connecting and end-to-end connecting of base components and a plurality of arm components wherein the ditch liner first arm components have corrugations adapted for side-to-side connecting and end-to-end connecting of first arm components; wherein the liquid management system is scalable by removing a portion of a ditch liner component and/or connecting two or more of the same components side-to-side: assembling the liquid management system by forming a base segment, comprising one or more base components sized to a chosen shape by cutting the base components and/or connecting the base components side to side, extending the base segment by connecting one or more additional base components end-to-end to the base segment, connecting a first arm segment to the base segment, wherein the first arm segment
  • FIG. 1 is a perspective view of an exemplary embodiment of a liquid management system according to the present disclosure
  • FIG. 2 is a perspective view of a segment of liquid management system of FIG.
  • FIG, 3 is a top perspective view of a first exemplary embodiment of a ditch liner base component according to the present disclosure
  • FIG, 4 is a side cross-sectional view of the base component of FIG. 3;
  • FIG. 5 is a top perspective view of a second exemplary embodiment of a ditch liner base component according to the present disclosure
  • FIG. 6 is a front perspective view of a first exemplary embodiment of a ditch liner arm component according to the present disclosure
  • FIG. 7 is a front perspective view of a second exemplary embodiment of a ditch liner arm component according to the present disclosure.
  • FIG. 8 is an exploded top plan view of an exemplary embodiment of a base segment being formed by cutting and/or connecting four of the base components of FIG, 3 according to the present disclosure
  • FIG. 9 is an exploded perspective view of a first exemplary embodiment of an arm segment being formed by cutting and connecting two of the arm components of FIG. 6 according to the present disclosure
  • FIG , 10 is an exploded perspective view of an exemplary embodiment of an arm segment assembled from two of the arm segments of FIG. 9 according to the present disclosure
  • FIG. 11 is a perspective view of a second exemplary embodiment of an arm segment assembled by cutting and connecting two of the arm components of FIG. 7 according to the present disclosure
  • FIG. 12 is an exploded end perspective view of an exemplary embodiment of a ditch liner segment assembled from the base segment of FIG. 8. the first arm segment of FIG, 10, and the second arm segment of FIG, 11 according to the present disclosure;
  • FIG. 13 is a partial exploded view of an exemplary embodiment of an anchor system according to the present disclosure.
  • FIG. 14 is a cross-sectional view of the anchor system of FIG. 13 being installed in the ground;
  • FIG. 15 is an end view of the liquid management system of FIG. 1 being anchored by the anchor system of FIG. 13 ;
  • the present disclosure relates to a scalable, modular system for surface transportation of liquid for any purpose. Unlike many prior systems that require partially filling or enlarging the ditch to fit the liner, the disclosed system may scaled up or down in size and length to accommodate virtually any size ditch. The system's components are compactly stored for transportation and easily installed.
  • the disclosed system comprises a plurality of corrugated sheets that overlap and are connected to one another,
  • the disclosed ditch liner system is assembled from two basic components: base components and arm components (i.e., side components).
  • arm components i.e., side components
  • there may be different arm components for opposite sides of a ditch e.g., left arm components and right arm components
  • the pieces are corrugated and adapted to overlap and connect with one another
  • the corrugations may comprise a relatively larger- rib and relatively smaller rib that are adapted to be joined by overlapping the large rib over the small rib for a watertight seal between components.
  • FIG. 1 shows an exemplary embodiment of a portion of a liquid management system 100.
  • a liquid management system 100 may include a single channel or multiple channels.
  • FIG. 2 shows a segment of an exemplary liquid management system 100.
  • a liquid management system 100 comprises a plurality of components including bases 111 and arms 121 and/or .131.
  • liquid management, system .100 may be varied in size by varying the number and arrangement of base components 111 and arm components 1 and/or .131 used to assemble the Liquid management system 100.
  • FIGS, 3 and 4 show a first exemplary embodiment of a base 111.
  • the base component 111 is generally rectangular in shape.
  • the corrugation ribs 112 and 113 are generally perpendicular to the side edges 114 of the base component 1.11 and are generally perpendicular to the upper base component end edge 115 and lower base component end edge 116.
  • the ends of the corrugation ribs 112 and 113 are closed.
  • an end may ⁇ be "opened” by removing a portion of the base 111 (e.g., by cutting it), hi various exemplary embodiments, the base 1.1.1 includes reduced large ribs 117 and reduced small ribs 118. Ribs 1.17 and 118 are smaller than ribs 112 and 113, respectively, and are sized to fit under and attach to ribs 112 and .113 or to ribs on other components.
  • base component 111 has an alternating pattern of relatively large ribs 1.12 and relatively small ribs 113.
  • base component 11 includes optional footsteps 119 that facilitate workers walking on the liquid management system 100 (e.g.. during installation or maintenance) without damaging the system and/or causing leaks.
  • the base component 111, as well as other component is designed to be cut to reduce its width and/or shape.
  • FIG. 5 shows a second embodiment of a base 21.1.
  • the discussion of base 111 above is applicable, except for the following,
  • the corrugations ribs 212 and 213 of base component 211 comprises small tips 218 to facilitate side- to-side connection of components.
  • Base 211 also comprises foot path 219 to protect the base component 211 when walked on.
  • FIG. 6 shows a first exemplary embodiment of an arm component 121.
  • FIG. 7 shows a second, exemplary embodiment of an arm component 131.
  • the first arm component 121 and second arm component 131 are virtual mirror images, at least with respect the size and alignment of large ribs 122 and 132 and small ribs 123 and 133.
  • Arm components 121 and 131 each further comprise a foot 124 and 134 respectively that is inclined outwardly at an obtuse angle to the plane of the main body of the arm component 121 or 131 for connecting to a base component 111.
  • the angle of the foot to the plain of the main body of the arm component may vary depending on the intended application and desired dimension.
  • Arm components 121 and 131 also each comprise a knuckle 125 and 135 respectively that is adapted for placement, along the edge of a ditch. Arm components .121 and 131 may be formed by different tools or may be molded in the same, tool and configured for use by trimming one or the other end of the arm,
  • arm component 121 and 131 includes a recessed section 128 and 138 with large recessed ribs 126 and 136 and small recessed ribs 127 and 137.
  • Large recessed ribs 126 and .137 and small recessed ribs 127 and 137 are slightly different in size from, the ribs 122 and 123 on or near the foot 124 and knuckle 125.
  • the recessed ribs 126 and 127 are sized to fit with ribs 122 and 123 to facilitate connecting multiple arm components 121 or 131,
  • large recessed ribs 126 and 136 are slightly smaller than large ribs 122 and 132 and small recessed ribs 127 and 137 are slightly smaller than small ribs 123 and 133. in various other exemplary embodiments, the relative sizes are reversed,
  • any number of bases 111 and/or arms 121 and 131 may be combined to achieve a desired set of dimensions for a liquid management system. 100.
  • the term "end” is used in reference to the ditch liner components 111. 121, and 13.1 to refer to the edges of the component that are perpendicular to the direction of the flow of liquid in the system,
  • FIG. 8 is an exploded view of a bottom segment 1.1.0 assembled from four base components 111 and four sealants 102.
  • the base components 111 are adapted to be cut (see, e.g., FIG. 1) to alter their size and/or shape to fit a channel (e.g., canal, ditch, etc).
  • two or more base components 111 may be connected side-to-side to increase the width of the liquid management system 100.
  • One side edge 114a of a base component 111a is placed overlapping side edge 114b of base component 111b with a sealant 102ab (e.g., a gasket or an adhesive) placed between.
  • a sealant 102ab e.g., a gasket or an adhesive
  • Fasteners 103 such as, for example, screws, are used to securely and tightly connect the base components 111a and 111b compress sealant 102ab therebetween for a watertight seal.
  • Base component 111c and base component llld are connected using sealant 102cd in the same manner.
  • sealant 102cd For side-side- connections between components of the same type (e.g., connecting two base components, as shown here), either component may be placed on top of the other,
  • sealants 102ac and 102bd which may be a single sealant, are placed on small end ribs 116a and 116b of base components Ilia and 111b.
  • the large end ribs 115c and 115d of the connected base components llle and llld are placed over small end ribs 115c and 115d and securely connected with fasteners (not. shown) as described above, it should be noted that the base components ill need not be assembled in any specific order and that fasteners may be applied at various stages during the process or only after all the base components ill and sealants 102 are in position.
  • cable locks 143 tethered to an anchor may engage the components (e.g., at the corners where two or more base or arm components overlap) and anchor them in place.
  • two components 111, 121, and/or 131 are connected side-to-side by placing two components side-to-side with one component 111, 121, and/or 131 overlapping the other and placing a sealant 102 between.
  • Fasteners e.g., screws, adhesives, etc.
  • the fasteners bind the components together compressing the sealant therebetween to create a watertight or leak resistant seal.
  • the fasteners may pass through the sealant 102 or be located to either or both sides of the sealant 102.
  • FIGS. 9 and 10 show an arm segment 120 formed from four a m components 121.
  • two arm components 121a and 121b being connected side-to-side to create an arm segment that is longer than a single arm.
  • Arm component 121a is adapted for connecting by removal of at least foot 124 (shown in FIG, 6)
  • Arm component 121b is adapted for connection by removal of at least knuckle 125b.
  • the cut edges 128a and 128b of arm components 121a and 121b are overlapped with sealant 102 placed between and securely connected with fasteners.
  • sealant 102 placed between and securely connected with fasteners.
  • either arm component 121a or 121b may be placed over the oilier, it is generally preferred that the upper arm component 121 a be placed over the lower arm component 121b to help reduce the likelihood of leakage through the seam between them.
  • two arm segments 120a and 120b are connected by placing large end rib 126b over small end rib 125a with sealant 102 therebetween.
  • fasteners (not shown) are used to securely connect arm segments 120a and 120b.
  • FIG. 11 shows a second arm segment 130 formed by connecting four arm components .131.
  • Arm segment 130 is a mirror image of arm segment 120, just as arm component 131 is a mirror image of arm component 121. As will be shown below, this is helpful in attaching the arm segments 120 and 130 to the base segment 110. According to other various exemplary embodiments, arm segments 120 and 130 may be identical.
  • FIG. 12 shows an exemplary embodiment of a ditch liner segment 101 assembled by connecting the side segments 120 and 130 to base segment 110.
  • the foot portions 124 and 134 of the lower arm components 121 and 131 in side segments 120 and 130 are placed over the side edges (not visible in FIG 12) of base segment 110 with a sealant (not shown in FIG. 12) between.
  • the foot portions 124 and 134 are connected to the base 110 with fasteners (not. shown) as discussed previously.
  • the large ribs 122 and 132 and small ribs 123 and 133 of the side segments 120 and 130 are somewhat larger than the large ribs 132 and small ribs 113 of the base segment 110. This helps provide a better fit and tighter seal between side segments 120 and 130 and base segments 110.
  • the sealant is a compressible gasket.
  • the gasket's shape may vary and will depend in large part upon the shape of the space where it will be placed.
  • a thin rectangular gasket is preferably used between overlapping end ribs in end-to-end connections of the exemplary embodiment because both the top surface of the small rib and the bottom surface of the large rib are both flat.
  • the gasket may be larger or smaller and have a different shape (e.g., a cylinder or tube),
  • a gasket may also have an adhesive on all or a portion of its surface.
  • the sealant is an adhesive, such as, for example, 3M 740 adhesive, or other adhesives that are liquid insoluble and will resist leakage.
  • a bead of adhesive is laid down on a component that is to be o verlapped for connecting.
  • An adhesive sealant is especially preferred for side-to- side connections where the irregular shape (going up and down over ribs) makes it impractical or difficult to effectively install a gasket.
  • a bead of caulk may be applied along the side edge of the uppermost of the two components.
  • the ribs 212 and 213 along one edge of a component may be adapted to fit under the other component by using small toes 218 that are reduced in size compared to the ribs.
  • FIG. 13 An exemplary anchor system is shown in FIG. 13.
  • Ground anchor 141 is attached to a cable 142.
  • the anchor system also includes a cable lock 143.
  • the cable 142 and cable lock 143 are adapted to interact by inserting the cable 142 through the cable lock 143 and the cable lock 143 functions by allowing the cable 142 to pass through the cable lock 143 in only one direction.
  • the anchor 141 is inserted into the ground using drive bar with the cable (not visible in FIG. 14) extending out of the ground.
  • the cable may be necessary to open a hole for the anchor prior to installing a section of the liquid management system 100.
  • the cable 142 is passed through an opening in the liquid management system 100.
  • the cable 142 is then inserted through a washer 144 and the cable lock 143, which is adapted to fit onto the cable 142 and move in one direction relative to the cable 142.
  • the cable 142 is pulled through the cable lock 143 until the cable lock is secured against the liquid management system 100 (e.g., until the cable 142 is taut and the cable lock 143 cannot be advanced further).
  • the anchor 141 is designed such that pulling on the cable 142 also causes the anchor 141 to rotate in the ground such that it will not pull out of the ground through the hole through which it was installed.
  • the cable lock 142 and/or washer 144 are designed and/or sized so that they are larger than the opening 106 in the liquid management system 100 and will tightly fit against the surface of the liquid management system 100 entirely covering the opening in the liquid management system 00.
  • a sealant e.g., an adhesive
  • caulk may be applied around the circumference of the interface between the cable lock 142 and/or washer 144 and the liquid management system 100 to provide a watertight seal.
  • the liquid management system 100 may be anchored at any location in the system.
  • the anchor system 140 is attached to the liquid management system at locations where two or more components overlap to provide the greatest stability to all liquid management system components.
  • any anchor system may be used to secure the liquid management system in place.
  • the selection of a particular anchor system will depend in large part on the type(s) and characteristics of soil on which the liquid management system is installed.
  • an anchor that is designed to anchor to the existing bed or lining may be chosen.
  • the disclosed system is modular because it assembled from at most primary components that can be manufactured with as few as two mold tools.
  • the disclosed system is scalable because it is adaptable for assembly in preexisting channels of virtually any size or dimensions. Prior systems had at most a few available sizes and preexisting channels had to be formed to fit the available systems. Also, larger systems would require multiple parallel channels when the largest available system was not large enough to handle peak flows.
  • components of different sizes can be manufactured from the same tool by trimming pieces to any desired size.
  • the system components are preferably formed from recyclable materials such that material removed from the components during manufacturing or installation can be used to manufacture additional components.
  • high density polyethylene (HOPE) material can be readily thermoformed to desired shapes determined by molds using well-known methods to produce durable, long-lasting components.
  • HOPE high density polyethylene
  • any material that will not deteriorate under operating conditions e.g., that will not be absorbed into or corroded by the fluid in the system
  • the disclosed liquid management system may be used with any flowing or flowable (e.g., fine granular materials) material including, but not limited to water, hydrocarbons (e.g., oil or gasoline), slurries, suspensions, or mixtures (e.g., contaminated water).
  • the disclosed system may be used to transport liquids for various purposes including, but not limited to, transportation of drinking or irrigation water, storm water control, waste water discharge, industrial safety systems (e.g., for collecting spilled liquids in the case of a spill, such as at a processing plant), collection of liquids for treatment or processing (e.g., contaminated water),
  • connection means the joining of two members directly or indirectly to one another. Such joining may be stationary in nature or moveable in nature. Such joining may be achieved with the two members or the two members and any additional intermediate members being integrally formed as a single unitary body with one another or with the two members or the two members and any additional intermediate members being attached to one another. Such joining may be permanent in nature or may be removable or releasable in nature,

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Quick-Acting Or Multi-Walled Pipe Joints (AREA)

Abstract

La présente invention concerne un système modulaire et adaptable de gestion de liquide. Ledit système est modulaire du fait qu'il est assemblé à partir de quelques composants primaires. Le système est en outre adaptable du fait que les composants primaires sont conçus pour être redimensionnés et combinés de sorte à former un système de la largeur, profondeur et/ou longueur voulue. Dans divers modes de réalisation illustratifs, le système est assemblé à partir d'une pluralité de composants de base et de composants de bras solidarisés pour former le système de gestion de liquide. Pour contrecarrer le déplacement ou la séparation des composants du système, ledit système de gestion de liquide est ancré au sol de part en part, à de multiples emplacements.
PCT/US2010/059287 2009-12-07 2010-12-07 Système modulaire et adaptable, de gestion de liquide WO2011071924A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
MX2012006505A MX2012006505A (es) 2009-12-07 2010-12-07 Sistema de manejo de liquido escalable modular.
CA2732245A CA2732245C (fr) 2009-12-07 2010-12-07 Systeme de gestion de liquide echelonnable et modulaire
EP10836551.1A EP2510155A4 (fr) 2009-12-07 2010-12-07 Système modulaire et adaptable, de gestion de liquide
AU2010328303A AU2010328303A1 (en) 2009-12-07 2010-12-07 Modular, scalable liquid management system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US26725909P 2009-12-07 2009-12-07
US61/267,259 2009-12-07

Publications (1)

Publication Number Publication Date
WO2011071924A1 true WO2011071924A1 (fr) 2011-06-16

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ID=44082184

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Application Number Title Priority Date Filing Date
PCT/US2010/059287 WO2011071924A1 (fr) 2009-12-07 2010-12-07 Système modulaire et adaptable, de gestion de liquide

Country Status (7)

Country Link
US (1) US20110135392A1 (fr)
EP (1) EP2510155A4 (fr)
AU (1) AU2010328303A1 (fr)
CL (1) CL2012001505A1 (fr)
CO (1) CO6541534A2 (fr)
MX (1) MX2012006505A (fr)
WO (1) WO2011071924A1 (fr)

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Also Published As

Publication number Publication date
EP2510155A4 (fr) 2014-11-19
US20110135392A1 (en) 2011-06-09
EP2510155A1 (fr) 2012-10-17
CO6541534A2 (es) 2012-10-16
AU2010328303A1 (en) 2012-06-21
MX2012006505A (es) 2012-11-06
CL2012001505A1 (es) 2012-11-09

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