Fine simulation test method for water-erosion process of small-basin different-landform unit
A technology of simulation test and test method, applied in the field of fine simulation test of water erosion process of different landform units in small watershed, can solve problems such as insufficient, achieve the effect of easy operation, mutual correction of manual measurement and automatic measurement, and improvement of measurement accuracy
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Embodiment 1
[0024] 1) Form a model watershed for a fine simulation test of the water erosion process that meets the requirements of system similarity with the prototype watershed, and arrange the test device; firstly, take soil from the field according to the test requirements, fill the soil with 1m without sieving, and place it in the test soil tank for drilling Crushed filling, compaction and control of soil dry bulk density at 1.42 / cm 3 ;
[0025] 2) Then, fill the model topsoil, sieve the fetched soil, fill in layers, compact and control the soil bulk density;
[0026] 3) Secondly, select a relatively complete slope, use white iron piggies to form runoff plots with a width of 1m, and erect a measuring bridge next to the runoff plots to observe the water erosion process on the slope;
[0027] 4) Again, install a downspray rain device (TSJY-1, Nanjing Tusheng Data Engineering Co., Ltd.) above the model to simulate rainfall of different durations, different intensities, and different ra...
Embodiment 2
[0035] 1) Form a model watershed for a fine simulation test of the water erosion process that meets the requirements of system similarity with the prototype watershed, and arrange the test device; firstly, take soil from the field according to the test requirements, fill the soil with 1m without sieving, and place it in the test soil tank for drilling Crushed filling, compaction and control of soil dry bulk density at 1.59g / cm 3 .
[0036] Following steps are with embodiment 1.
Embodiment 3
[0038] 1) Form a model watershed for a fine simulation test of the water erosion process that meets the requirements of system similarity with the prototype watershed, and arrange the test device; firstly, take soil from the field according to the test requirements, fill the soil with 1m without sieving, and place it in the test soil tank for drilling Crushed filling, compaction and control of soil dry bulk density at 1.50g / cm 3 .
[0039] Following steps are with embodiment 1.
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