Construction method of artificial ice dam for raising water level of cold-region wet land earth's surface in spring
A construction method and artificial ice technology, which can be used in filling, construction, water conservancy projects, etc., can solve problems such as high cost, damage to the ecological environment, and complex construction, and achieve the effects of convenient material selection, increased flooding time, and obvious effects.
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specific Embodiment approach 1
[0014] Specific implementation mode one: combine Figure 1 to Figure 3 Illustrate, the construction method of a kind of artificial ice dam that raises the spring surface water level of wetland in cold region described in this embodiment comprises the following steps:
[0015] Step 1: Build the dam foundation: The construction location of the dam foundation is selected in the narrow part of the waterway. In the dry season, the humus topsoil on the selected dam foundation part is removed first, and the cohesive soil layer 1 is backfilled and stepped on. The height of the cohesive soil layer 1 is the coldest When the accumulated water at the dam foundation is frozen at the bottom, it is the best. The length of the cohesive soil layer 1 is the same as the width of the channel, and the width of the cohesive soil layer 1 is 1 / 4 to 3 / 4 of the length of the cohesive soil layer 1. The width at the bottom of the soil layer 1 is 2 to 3 times the width at the top;
[0016] Step 2: Piling...
specific Embodiment approach 2
[0021] Specific implementation mode two: combination Figure 1 to Figure 3 Note that in step 1 of this embodiment, for waterways that dry up in early winter, the height of the cohesive soil layer 1 is 0.2m greater than the average ground height of nearby waterways. Other method steps are the same as those in the first embodiment.
specific Embodiment approach 3
[0022] Specific implementation mode three: combination Figure 1 to Figure 3 Note that in the first step of this embodiment, for waterways with accumulated water in early winter, the height of the cohesive soil layer 1 is greater than the multi-year average ice thickness of the local lake. Other method steps are the same as those in the first embodiment.
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