초록 ▼

A reinforced silt retention material with a variable sieve capability is provided for use in soil erosion control applications. The reinforced silt retention material includes a sheet of water permeable filtering material having varying apparent opening sizes at a series of filtering zones defined a

A reinforced silt retention material with a variable sieve capability is provided for use in soil erosion control applications. The reinforced silt retention material includes a sheet of water permeable filtering material having varying apparent opening sizes at a series of filtering zones defined along the sheet, which allows varying amounts of runoff water to pass through the sheet but resists the passage of silt and debris therethrough. The silt retention material further includes one or more reinforcing elements that provide additional support to the sheet to protect against tearing and/or undue movement of the sheet, as well as provide attachment points for fasteners used to fasten the sheet to support members for proper positioning during erosion control applications.

대표청구항 ▼

1. A drainage control material for filtering silt and debris from water flows, comprising: a flexible, water permeable sheet material having a series of stages defined at selected differing elevations therealong, including: a filtering stage for filtering silt and debris;a first release stage having

1. A drainage control material for filtering silt and debris from water flows, comprising: a flexible, water permeable sheet material having a series of stages defined at selected differing elevations therealong, including: a filtering stage for filtering silt and debris;a first release stage having a first apparent opening size; anda second release stage at a different elevation from the first release stage and having at least a second apparent opening size that is different from the first apparent opening size; anda plurality of reinforcing elements arranged at spaced locations along the sheet material, including at selected intervals so as to define transitions between the filtering, and the first and second release stages, the reinforcing elements providing areas for attachment of fasteners to the sheet material and providing increased horizontal load strength and resistance to tearing of the sheet material;wherein the reinforcing elements comprise at least two linear bands arranged at transitions between the first and second release stages;wherein during periods of excessive water flow, as a water level rises against the sheet material, incrementally varying amounts of overflow water can be permitted to flow through the release stages as needed to help relieve hydrostatic pressure against the sheet material while the reinforcing elements strengthen and provide enhanced horizontal load support to the sheet material as the apparent opening size of the sheet material increases from the first release stage to the second release stage, for retaining and blocking silt from passing therethrough and for resisting collapse of the sheet material, while enabling increased water flows therethrough as the water level rises along the water permeable sheet. 2. The drainage control material of claim 1, further comprising a third flow zone adapted to be placed under ground or otherwise covered to provide for anchoring of the sheet material. 3. The draining control material of claim 1, wherein the second release stage comprises at least two different apparent opening sizes. 4. The drainage control material of claim 1, wherein the second release stage is at a higher elevation along the sheet material than the first release stage and the second apparent opening size is larger than the first apparent opening size. 5. The drainage control material of claim 1, wherein the sheet material comprises a woven material, non-woven material, or a perforated sheet. 6. The drainage control material of claim 1, wherein the first apparent size opening is at least 30 AOS, and the second apparent opening size is at least 25 AOS. 7. The drainage control material of claim 1, wherein the water permeable sheet comprises a woven material with the linear bonds integrally formed therein. 8. The drainage control material of claim 1, wherein the reinforcing elements comprise bands of arranged between each of the release stages and each having a high visibility color. 9. A drainage control system for filtering run-off water flows to remove silt and debris therefrom comprising: a series of vertically extending supports;a filtering sheet material attached to the supports and including a series of flow control stages having porosities that increase incrementally from a lower portion to an upper portion of the sheet material, and a series of linear supports along the sheet material at selected elevations of transition between the flow control stages to provide horizontal loading support and reinforced areas for attachment of the sheet material to the supports; andwherein the flow control stages comprise a filtering stage having a flow rate of at least about 50 gal/min, a first release stage having a flow rate of greater than about 50 gal/min up to about 200 gal/min, and a second release stage having a flow rate of greater than about 200 gal/min up to about 340 gal/min, and a support stage defining a lower portion of the sheet material, the support stage having a series of pores to enable passage of water flows therethrough and adapted to receive a ground cover thereover for anchoring the sheet material as silt and sediment is collected against the sheet material; andwherein the filtering stage has pores of a smaller apparent opening size than pores formed in the first and second release stages for substantially trapping and preventing an increased amount of silt and sediment from passing therethrough. 10. The drainage control system of claim 9 and wherein the linear supports comprise bands of arranged between each of the release stages and each having a high visibility color. 11. The drainage control system of claim 9, wherein the sheet material comprises a support stage having a height of approximately 8″-16″ and adapted to receive a ground covering thereafter; and wherein the filtering stage comprises a height of approximately 10″-12″, the first release stage comprises a height of at least about 5″ and the second release stage comprises a height of at least about 5″. 12. The drainage control system of claim 11, wherein the linear strips are located between the filtering stage and first release stage and the first release stage and the second release stage and comprise a height of approximately ½″-1″. 13. The drainage control system of claim 9, wherein the linear supports comprise areas of the sheet material having an increased denier per fiber of approximately 1.5-2 times a denier per fiber of a remainder of the sheet material. 14. A silt fencing for filtering silt and debris from moving water flows, comprising: a geotextile silt retention sheet material having a body having a first denier per fiber, and a series of flow control zones defined at selected elevations therealong and having incrementally increasing porosities at height elevations of the sheet material to provide a staged release of increasing amounts of water flows as a level of such water flows rises along the height of the sheet material while enabling settlement of silt and debris within such water flows prior to the water flows rising above a highest stage of release of increased water flow; anda series of linear supports positioned at selected locations within the body of the sheet material, the linear supports comprising areas of a second denier per fiber that is greater than the first denier per fiber of the sheet material;wherein the linear supports provide support for attachment of the sheet material to a series of support posts, and provide increased horizontal load strength and support to the sheet material at areas of transition between each of the flow control zones, sufficient to substantially resist bulging, tearing and/or bursting of the sheet material due to increasing excessive water flows;wherein during periods of excessive water flow, as a water level rises against the sheet material, incrementally varying amounts of overflow water can be permitted to flow through the release stages as needed to help relieve hydrostatic pressure against the sheet material while the reinforcing elements strengthen and support the sheet material to offset the increasing porosities of the sheet material, without substantially interfering with the water flows through the sheet material, for retaining and blocking silt from passing therethrough and for resisting collapse of the sheet material as the water level rises along the water permeable sheet. 15. The silt fencing of claim 14, wherein the sheet material comprises a support stage having a height of approximately 8″-12″ and adapted to receive a ground covering thereover; and wherein the filtering stage comprises a height of approximately 10″-12″, the first release stage comprises a height of at least about 5″ and the second release stage comprises a height of at least about 5″. 16. The silt fencing of claim 14, wherein the linear supports are located between the filtering stage and first release stage and the first release stage and the second stage and comprise a height of approximately ½″-2″. 17. The silt fencing of claim 14, wherein the linear supports comprise bands arranged between each of the release stages and each having a high visibility color. 18. The silt fencing of claim 14, wherein the sheet material further comprises a filtering stage having a flow rate of up to about 150 gal/min, a first release stage having a flow rate of up to about 225 gal/min, and a second release stage having a flow rate of up to about 350 gal/min. 19. The silt fencing of claim 14, wherein the second denier per fiber of the linear supports is at least 1.5-2 times the first denier per fiber of the body of the sheet material. 20. A drainage control material for filtering silt and debris from water flows, comprising: a flexible, water permeable sheet material having a series of flow control stages defined at selected differing elevations therealong, comprising: a retention zone adapted to be placed under ground or otherwise covered so as to provide for anchoring of the sheet material, and having a first apparent opening size;a filtering stage above the retention zone for filtering silt and debris, the filtering state having a second apparent opening size approximately equal to or less than the first apparent opening size of the retention zone;a first release stage at a higher elevation than the filtering stage and having a third apparent opening size greater than the first apparent opening size;a second release stage at a higher elevation than the first release stage and having at least an apparent opening size that is at least equal to or greater than the third apparent opening size of the first release stage; anda plurality of linearly extending reinforcing elements arranged at transitions between the flow control stages of the sheet material, the reinforcing elements formed from a resilient material having a tensile strength greater than a tensile strength of the water permeable sheet material for providing areas for attachment of fasteners to the sheet material and providing increased load strength and resistance to tearing of the sheet material;wherein during periods of excessive water flow, as a water level rises against the sheet material, incrementally varying amounts of overflow water can be permitted to flow through the release stages as needed to help relieve hydrostatic pressure against the sheet material while the reinforcing elements strengthen and support the sheet material sufficient to substantially retain and block silt from passing through the sheet and for substantially resisting bursting and collapse of the sheet material as the water level rises and silt and debris collect along the water permeable sheet. 21. The drainage control material of claim 20, wherein the reinforcing elements are integrated into or formed with the water permeable sheet material. 22. The drainage control material of claim 20 and wherein the retention zone further comprises a J-shaped channel received adjacent a lower end of the water permeable sheet. 23. The drainage control material of claim 20, wherein the reinforcing elements comprise colored elements to delineate the transitions between the flow control stages. 24. A silt fencing for filtering silt and debris from moving water flows, comprising: a geotextile silt retention sheet material comprising a body having a series of flow control zones defined at selected elevations therealong, at least two or more of the flow control zones having different porosities sufficient to provide a staged release of increasing water flows while continuing to enable filtering of silt and debris within such water flows; anda series of linear supports defined at selected locations along the body of the sheet material, the linear supports formed from a resilient material having a tensile strength greater than a tensile strength of the water permeable sheet material to provide areas of support for attachment of the sheet material to a series of support posts and to provide horizontal load support to the sheet material to substantially resist bulging, tearing and/or bursting of the sheet material;wherein during periods of increasing water flows, as a water level rises against the sheet material, incrementally varying amounts of overflow water are permitted to flow through the release stages to help relieve increasing hydrostatic pressure against the sheet material while the linear supports define areas of an enhanced horizontal load strength that is greater than a horizontal load strength of the body of the sheet material sufficient to support the sheet material against such increasing hydrostatic pressure, enabling the sheet material to continue to substantially retain and block passage of silt therethrough while resisting collapse of the sheet material as the water level rises therealong;wherein the sheet material comprises a support stage having a height of approximately 8″-12″ and adapted to receive a ground covering thereover; and a filtering stage having a height of approximately 8″-12″, a first release stage having a height of at least about 5″, and a second release stage having a height of at least about 5″; andwherein the linear supports are located between the support stage and filtering stage, between the filtering stage and first release stage, and between the first release stage and the second stage, and comprise a height of approximately ½″-2″. 25. The silt fencing of claim 24, wherein the linear supports comprise colored elements to delineate the transitions between the flow control stages. 26. The silt fencing of claim 24, wherein the linear supports are integrated into or formed with the silt retention sheet material.