The construction window for energy works is usually tight, but the discharge of the parking area of the project in rain-fed areas still requires a full operational cycle analysis. In the case of camps for wind, photovoltaic and other energy projects, which are far from hard roads, the topic is concerned with “how to drain the parking areas of heavy-rained energy projects”, for example, the conditions of control vary when vehicles enter, are loaded out or when equipment is suspended for long periods of time. The site should first locate the area where the ground-based load drops after rainfall and a pump mud or error table is likely to occur, and then decide on the use of pavements, leg pads or approved combinations.
Inputs can be organized by equipment, ground, route and time, with emphasis on transport distance, terrain, snow and snow season, maximum vehicle, camp layout, handling equipment, stock rotation, supply cycle and destination port. It is recommended that sews, floors and vehicle operating space be validated through representative trial workshops for the reduction of ground-based loads and the emergence of pump muds or faults following rainfall. In the case of leg pads, the maximum repulsive force of the leg provided by the plant must be obtained, and in the case of passage roads, the total weight of the vehicle, the axle, the tyre and the complete turn track should be used. For “how to drain the parking area of the heavy-rain energy project”, the information review should also place fixed observation points on the outside side of the shoulder, slope and turnover and include missing information as an item to be confirmed in the quotation and construction programme.
Figure: Camps for wind, photovoltaic and other energy projects, far from hard roads, with a focus on “how to drain the parking area of the project in rain-fed areas”
The drainage direction, soft spots and support under the plate should be compared before and after the rainfall, and the water should not be enclosed under the plate. Remote projects need to use roads, parking, stacks and emergency routes as a logistics system, and single-form product weights are as important as recovery efficiency. If the ground-based load drops after the rainfall and the pump mud or the wrong table is already present, the area should be sealed, the lifting plate should be treated for drainage and re-connected; the reason cannot normally be eliminated by cleaning the surface or adding a single sheet. The test-painting record of “how to drain the parking area of the heavy-rained energy project” should indicate the starting-point location, vehicle status and release conclusion to facilitate review as construction conditions change.
Inventory levels, route continuity, drainage, shoulders, contamination, plate numbering, handling safety and emergency vehicle clean-up should be checked before class, 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. In the area around “how to drain the parking area of the heavy-rain energy project”, the inspection forms are to show a separate drop in ground-based loads following rainfall and changes in pumping mud or the wrong table, with an indication of the inspector and the time of return.
Construction, logistics, HSE, equipment, site and procurement could be jointly evaluated before the planned expansion. The parties identified conditions for passage, suspension, inspection, restoration and delivery, respectively, to verify whether the sutures, ground floors and vehicle operating space were truly enforceable through representative trial workshops. The results of the review should be included in the programme rather than in oral communication. It should also answer whether the “how to drain the parking areas of the heavy-rained energy project” has been certified for improvement by means of representative trial workshops to certify sutures, floors and vehicle operating space, and to avoid the closure of the item with subjective descriptions.
Progress pressure cannot reduce the security floor. In the event of a fall in ground-based loads following rainfall and the presence of pump mud or error, the decision should be made to repair, reroute or replace the product after isolation and identification of the cause. Any measures should avoid introducing new risks of slide, overloading, tripping, electric area intrusion or human-car conflict.
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