Simulated rainfall pattern macro-porous pavement water drainage capacity testing equipment and method
A technology for simulating precipitation and drainage capacity, applied in permeability/surface area analysis, suspension and porous material analysis, measuring devices, etc. Problems such as the influence of the size error of the parts and the measuring cylinder
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Embodiment 1
[0041] Embodiment 1: Before the test, the wheel rolling method is used to form the rutting plate test piece 1, except the upper surface and a one-way side of the test piece, and the four sides are coated with waterproof paint 2; open the simulated precipitation system switch 20; display the controller 19 by adjusting the water temperature , set and keep warm the water temperature required by the test process, the temperature range is 1 ~ 25 ° C; adjust the water pressure display controller 18 to set the test required water pressure; adjust the flow rate display controller 17 to set the test required flow rate; adjust the flow rate display controller 16 Set the flow state to infinity; pass the test piece through the test piece fixture 5 to fix the position, pass the test to request the inclination angle, use the trigonometric function to calculate the height difference between the left and right sections of the test piece, adjust the height with the scale 6; adjust the test stand...
Embodiment 2
[0043] The difference between this embodiment and Example 1 is that the rut plate test piece 1 does not need to be coated with waterproof paint; the foldable telescopic plastic cover plate 4 is all folded and gathered to the left and right ends; (4), calculate the vertical drainage coefficient, through the formula (5), calculate the vertical drainage efficiency. This embodiment can effectively measure the vertical drainage coefficient and vertical drainage efficiency of the test piece under different water temperature, water pressure, flow velocity, flow rate and precipitation height, so as to evaluate the vertical drainage capacity of the pavement under different rainfall forms.
[0044] In the formula: C 降 , is the precipitation coefficient; V 降 , is the total flow of precipitation; t , is the test time; C 侧排 , is the lateral drainage coefficient; V 侧排 , is the lateral displacement; N 侧排 , is the lateral drainage efficiency; C 竖排 , is the vertical drainage coe...
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