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