Apparatus and method for lagrangian precipitation sensing
US-2016313470-A1 · Oct 27, 2016 · US
US9588253B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9588253-B2 |
| Application number | US-201213457559-A |
| Country | US |
| Kind code | B2 |
| Filing date | Apr 27, 2012 |
| Priority date | Nov 9, 2009 |
| Publication date | Mar 7, 2017 |
| Grant date | Mar 7, 2017 |
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A siphon drainage type rainfall remote measurement device with self-compensation function is provided. The bottom existence of a rain collection barrel ( 2 ) is connected via a flexible tube ( 14 ) to the bottom of a rainfall measuring tube ( 13 ) to which a siphon ( 5 ) is attached. The tube ( 13 ) and a measurement instrument ( 6 ) are installed on a holding frame ( 9 ). The instrument ( 6 ) is connected to a pressure sensor ( 12 ) and an accumulator ( 11 ) at the bottom of the tube ( 13 ). The whole device is fixed in an outer barrel ( 1 ). According to the pressure of the bottom of the tube ( 13 ), the sensor ( 12 ) measures the height of the water level in the tube ( 13 ) which is directly proportional to the rainfall. The sensor ( 12 ) signal processed by the instrument ( 6 ) is transformed into the rainfall, processed by a compensation algorithm and sent by GSM or GPRS.
Opening claim text (preview).
The invention claimed is: 1. An apparatus for remote siphon drainage type rainfall measurement, with self-compensation, comprising: an exit at a bottom of a water butt connected to a bottom of a rainfall measuring tube via a water hose; a siphon in the wall of the rainfall measuring tube; the rainfall measuring tube and a measuring device installed on a support bracket; the measuring device connected with a pressure sensor installed in the bottom of the rainfall measuring tube and a battery to provide power to the measuring device; the whole apparatus is installed in an outer barrel; and wherein a measured value of the amount of rainfall with compensation h rain (t) is determined by: collecting rainfall in the rainfall measuring tube; expressing the amount of rainfall at any time with self-compensation as: h rain ( t ) = K · [ n · h N + ∑ j = 0 n Δ h N ( j ) + h s ( n + 1 ) ( t ) ] ( 1 ) wherein in formula (1): h N is the maximum value of h(t), and the value of h N is determined by the structure of a siphon and the rainfall measuring tube, and wherein h N is a constant value in every single measurement; Δh N (j) is the amount of rainfall in t 1(n+1) ≦t≦t 2(n+1) in the siphon drainage process, during a cycle of the j+1th change of the water level of the rainfall measuring tube; as a rainfall rate is not constant, each Δh N (j) is generally different, such that Δh N (j−1)≠Δh N (j)≠Δh N (j+1); n denotes that the loop of the change of the water level of the rainfall measuring tube has completed n cycles, wherein the value of n can be any non-negative integer; K is a scale factor for converting the water level of the rainfall measuring tube into the amount of rainfall; and h s(n+1) (t) is expressed as: h s ( n + 1 ) ( t ) = { h ( t ) ; t 2 n ≤ t ≤ t 1 ( n + 1 ) h N + h ( t )
Rainfall or precipitation gauges (measuring volume in general G01F) · CPC title
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