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Extra info for Aircraft Hydraulics Manual - Ju-88 A-4 Werkschrift, Teil 9C, [Hydraulische Anlage]
These forces are similar for an interlocking 11 Figure 4. Hydraulic forces on the typical cable-tied ACB system. block system. The drag force on the blocks should be computed by including both form drag and frictional drag. The destabilizing force from form drag should also include the direct impact of a vertical projection of the upstream face of a block to account for imperfections during installation. These computations lead to shear stresses and safety factors that the project system must meet to ensure no loss of intimate contact with the subgrade.
The geomembrane should be placed over a smooth subgrade with the sides and upstream and downstream ends trenched and/or attached to fixed sills. The liner should then be protected with a granular soil cover that will wash away during flood events. Where feasible, seams between geomembrane rolls should be parallel to the flow. 9 m. Energy dissipation should not be allowed to occur on the liner. The manual describes a test installation by the Bureau of Reclamation in 1988, which experienced flow velocities up to 8 m/s.
9 m3 /s/m to minimize the potential for damage. 5 times larger than the mesh size are normally recommended. Potential debris loads may require the addition of 5 to 10 cm of protective concrete on the step surfaces. For increased stability and energy dissipation, the gabions may be tilted upstream about 10 percent to provide a rising lip. Maccaferri, Inc. provides software for the design of gabion channels and weirs, based upon maximum velocities and shear stresses developed during laboratory studies for mattresses and stepped baskets.
Aircraft Hydraulics Manual - Ju-88 A-4 Werkschrift, Teil 9C, [Hydraulische Anlage]