FIELD: construction, water engineering.
SUBSTANCE: said utility invention relates to environmental protection of territories and erosion protection of slopes and other facilities. The erosion protection of slopes with wire mesh mats involves division of slope surface into plots and forming terraces. The slope is divided into plots with culverts consisting of prefabricated wire mesh mats and installed on the slope across the surface flow. In the tail bay of the culverts, cushioning pools are provided for, and the inlet area is designed as sunken. The projection lar of the length of terraces formed between the culverts is determined by the formula lar = H/(i - ides), and the quantity of terraces or quantity of culverts is equal to N = l/lar where i and ides are actual and design values of the slope gradient and the resulting terrace, respectively; H is the triangular prism height; l is the slope length projection on a horizontal plane. The prefabricated wire mesh mats are made of interconnected elliptic cylinders, which are connections of two meshes, the upper one and the lower one, with straight broaching along the perimeter and between adjacent ellipses. The prefabricated wire mesh mats are connected with one another with a twisting device, forming a single-piece carpet secured on the slope with anchors. The elliptic cylinder bases are formed by laying concrete elliptic forms into the ellipses between the meshes; the forms are described by the following equation: 4X2 /Br 2 + 4Y2 /hr 2,- = 1, where X, Y are the abscissa and the ordinate of the curve in the elliptic cylinder base, respectively; Br hr are the width and height of the elliptic forms, respectively, Br=(2÷3)hr, hr=0.1÷0.2m. The space between the meshes is filled with stones. The invention allows to increase capacity, efficiency and reliability of slope protection against water erosion and to increase the facility service life.
EFFECT: increased capacity, efficiency and reliability of slope protection against water erosion; increased facility service life.
5 dwg
Title | Year | Author | Number |
---|---|---|---|
DEVICE FOR EROSION-PREVENTIVE PROTECTION OF STEEP SLOPES | 2006 |
|
RU2332541C1 |
EROSION PREVENTIVE STRUCTURE FOR SLOPES | 2006 |
|
RU2325482C1 |
METHOD OF EROSION-PREVENTIVE PROTECTION OF SLOPES | 2014 |
|
RU2559398C1 |
METHOD FOR GABION FASTENING DEVICE BUILDING | 2003 |
|
RU2249651C2 |
METHOD FOR RIVER BANK CONSOLIDATION | 2006 |
|
RU2317369C1 |
METHOD FOR SLOPE EROSION PROTECTION STRUCTURE ERECTION | 2006 |
|
RU2318096C1 |
METHOD OF RIVER BOTTOM PROTECTION AGAINST EROSION | 2004 |
|
RU2256024C1 |
FLEXIBLE CONNECTING STRUCTURE | 2004 |
|
RU2256025C1 |
METHOD FOR FLEXIBLE INTERFACE STRUCTURE CONSTRUCTION | 2004 |
|
RU2266363C1 |
HYDRAULIC STRUCTURE | 2008 |
|
RU2378450C1 |
Authors
Dates
2008-06-27—Published
2006-10-06—Filed