Steel Swing Door Oem Design Horse Stable Partitions

China Factory Supply Used California Beautiful Steel Horse Stall Stables Barns

Incorporation of expanded Best Management Practices (BMPs) into management, operation and maintenance activities associated with all action alternatives would improve protection of natural resources including water quality and sensitive habitats adjacent to equestrian facilities. The specific improvements will be determined during the future leasing phase.

In all action alternatives major new buildings are designed to reach three sustainability benchmarks: 1) A minimum silver or higher Leadership in Environmentally Efficient Design (LEED) rating (achievable rating may vary by alternative); 2) Minimal increase in electricity usage, natural gas use, water usage, and sewage output and, 3) Reduced potentially polluted storm water runoff from the site(s).

Alternative B includes two options; Option B1 would result in permanent stables at four sites and Option B2, the Preferred Alternative, would result in permanent stables at three locations. Under Option B1, Golden Gate Dairy, Tennessee Valley, Lower Tennessee Valley and Rodeo Valley would remain as equestrian stables. In contrast, under Option B2 the same sites are considered except Lower Tennessee Valley- which would no longer be a stable, and the horses for the Park Horse Patrol program would be moved to the Tennessee Valley stables. Otherwise, Options B1 and B2 would be similar and would include the elements common to all alternatives, as described above and in section 2.3.2. The overall number of horses in stalls (76) would remain the same as existing (Alternative A).

Alternative C would reduce the number of stables in southern Marin GGNRA lands by consolidating existing equestrian stables from four to two of the stable sites – Tennessee Valley and Rodeo Valley. The Park Horse Patrol would move from Lower Tennessee Valley to Tennessee Valley. Equestrian stables and associated programs at Golden Gate Dairy would be eliminated. The overall number of horses in stalls within the GGNRA would be reduced from 76 in Alternative A to 72 in Alternative C.

The impact energy applied to the specimen derives from the mass m (kg) and the initial position h (m) of the drop weight. After actuating the release mechanism and the potential energy Epot (Nm), (Equation 1) of the drop weight is transferred into kinetic energy Ekin during free fall and reaches its maximum (Epot = 0; Ekin = max) at the lowest point of the circular path where the sample is positioned. The shock resistance results from the difference between the initial potential energy and the maximal reached potential energy after causing complete failure of the sample. When the pendulum test device is equipped with load and displacement transducers, it is able to interpret force-deflection diagrams and deliver more detailed data on the fracture behavior.

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