A method of early warning of mountain torrent and debris flow based on pore water pressure monitoring
A technology of pore water pressure and debris flow, applied to alarms, climate change adaptation, instruments, etc., can solve problems such as large flow rate, false alarms, and the system cannot perform early warning again
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Embodiment 1
[0028] like figure 1 shown. The area of a mountain torrent and debris flow ditch is 4.5km 2 , there is a village in the downstream Mizoguchi. It is planned to adopt the early warning method of mountain torrent and debris flow based on pore water pressure monitoring to protect the safety of the village. The steps of the method for early warning of mountain torrents and debris flows are as follows:
[0029] The first step is to determine the protection standard flow Q according to the depth of the ditch bed at the downstream village through the hydraulic method. B 36.0m 3 / s; the measured average vertical ratio of the ditch bed decreased to 0.48, and it was determined to set up a monitoring point 650m upstream from the village; through on-site investigation and measurement, it was determined that the vertical ratio of the ditch bed at the monitoring point decreased by I c is 0.45; since the monitoring point is located in the formation area of mountain torrent and debris ...
Embodiment 2
[0045] like figure 1 shown. The drainage area of a mountain torrent and debris flow ditch is 21.4km 2 , there is a county-level town in the downstream Mizoguchi. It is planned to adopt the early warning method of mountain torrent and debris flow based on pore water pressure monitoring to protect the safety of the town. The steps of the method for early warning of mountain torrents and debris flows are as follows:
[0046] The first step is to determine the protection standard flow Q according to the height of the downstream urban flood control dyke obtained by consulting the design documents through the hydraulic method. B 90.2m 3 / s; the average vertical ratio of the ditch bed in the measured drop is 0.12, and it is determined to set up a monitoring point 190m upstream from the town; through the on-site investigation and measurement, it is determined that the vertical ratio of the ditch bed at the monitoring point decreases I c is 0.12; the monitoring point is located in ...
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