How do you set up drainage in the light-voltage temporary parking area?

The watering of the temporary parking area for the light-voltage construction will first be judged separately from vehicle traffic, stationing of equipment and the support of the crane. For the construction area of the light-volt stand, components, cables and reverse equipment, the subject concerns how “the temporary parking area for the construction of the light-voltage project will be drained” usually through multiple stages of entry, construction, overhaul and evacuation, with variations in ground water content and traffic. The most easily ignored of this topic is the drop in ground-based loads and the emergence of pump muds or faults following rainfall. The problem of grass-roots and drainage may have expanded if only ad hoc slabs were added after a vehicle has been trapped.

The procurement staff shall submit the site maps, vehicle schedules and construction vehicle weights, the size of the tripod, the frequency of the component transport, the drainage course, the thickness of the topsoil, the location of underground cables and the restoration request along with the request for quotations, and shall indicate the place where the ground-based load has declined after the rainfall and where the pump mud or error table may occur. The programme can be based on the calculation of the straight-line segment, the turning area, the docking position and the surface, respectively. For the whole container procurement, the quantity of the container, the pallet or bundle, the offloading equipment, the destination port and the conditions of storage at the site should also be confirmed in advance. The information review should also distinguish between vehicles by axle-load and tyre, replace all inputs with total weight, and include missing information as an item to be confirmed for quotations and construction programme.

Figure: Photovolts, components, cables and reversible equipment construction area, with a focus on “how to place drainage in temporary parking areas for photovoltaic construction”

The site installation should be located with an approved drawing number, and the level, seam, edge and drainage should be inspected at each stage of completion. The light-voltage area, which is usually large and revolving, must first protect drainage and topsoil and then move pavements in accordance with the construction phase. The test operation can first be carried out using a low-risk vehicle with a slow-speed straight-line and then gradually verify the turnover, parking and full-loading; it should be discontinued as soon as it is discovered that it continues to sink under the plate, pump mud or branch position. The test-pail record for the “how to place drainage in the temporary parking area for light-voltage construction” should indicate the starting-point location, vehicle status and release conclusion to facilitate review as construction conditions change.

Pumping mud, surface pressure, drainage congestion, loose connection, underground cable marking, contamination and revegetation should be carried out before classes, after peak traffic and after rainfall. Each record shall contain the date, location, vehicle, weather, unusual photographs and processing results. In the event of a decline in ground-based loads following repeated rainfall in the same area and the emergence of pumping mud or faults, the ground, drainage, transport organization and specification should be re-analysed instead of replacing surface components. The inspection form, which surrounds the “how the temporary parking area for light-volt construction is to be drained”, is to show a single line of surface-based load drops after rainfall and changes in pump mud or wrong table, with an indication of the inspector and the time of return.

The offers from different suppliers should be compared under the same size, material, connection, packaging, delivery and test basis. Supplementation should be requested if the maximum load is given without a description of the ground, distance and load. Energy projects should also focus on batch consistency, port efficiency, repairability and container loading. It should also answer whether the “how to install drainage in the optical-voltaic construction temporary parking area” has been certified as an improvement by calculating the line segments, turn areas, docking slots and surfaces separately, avoiding a subjective description of the closing item.

The construction, equipment, HSE and logistics team should confirm the use of the same version of data before the procurement is issued. The common dimensions, thickness or reference load range referred to in this paper are not on-site commitments and actual performance is influenced by materials, temperature, foundations, connections and installation patterns, and the recommended results should indicate assumptions and no application.