CN205719870U - Original position soil rainfall infiltration measurement apparatus - Google Patents

Original position soil rainfall infiltration measurement apparatus Download PDF

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Publication number
CN205719870U
CN205719870U CN201620330519.0U CN201620330519U CN205719870U CN 205719870 U CN205719870 U CN 205719870U CN 201620330519 U CN201620330519 U CN 201620330519U CN 205719870 U CN205719870 U CN 205719870U
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China
Prior art keywords
rainfall
collection tank
liquid level
level sensor
soil
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Expired - Fee Related
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CN201620330519.0U
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Chinese (zh)
Inventor
李新卫
唐阳
罗亚群
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Individual
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Abstract

This utility model provides a kind of the most reliable, original position soil rainfall infiltration measurement apparatus easy and simple to handle, including rainfall collection tank, described rainfall collection tank be arranged over rainfall collection bucket, the lower section of described rainfall collection bucket is provided with effusion meter, and the bottom of described rainfall collection tank is provided with infiltrates plate, described in infiltrate plate be arranged over the first liquid level sensor, the described lower section infiltrating plate is provided with multiple sleeve pipe, is provided with soil humidity sensor in described sleeve pipe;The side of described rainfall collection tank is provided with travel(l)ing rest, is provided with sluice gate below described travel(l)ing rest, and the obliquely downward of described travel(l)ing rest is provided with runoff collection tank, is provided with the second liquid level sensor in described runoff collection tank;Described effusion meter, the first liquid level sensor, soil humidity sensor and the second liquid level sensor are all connected with measuring instrument.

Description

Original position soil rainfall infiltration measurement apparatus
Technical field
This utility model relates to a kind of rainfall infiltration measurement apparatus, especially a kind of original position soil rainfall infiltration measurement apparatus.
Background technology
When carrying out the collection of on-the-spot hydrological data, it is sometimes desirable to carry out soil rainfall infiltration measurement, it is to be understood that in certain rainfall, rainfall infiltration is in the situation of infiltrating within soil, and other infiltration parameter.
By inquiring about existing assay device and patent, major part rainfall infiltration assay device is by infiltrating experiments of measuring device in experiment indoor design making, and simulates rain making, on-site soil is transported and carries out permeability intensity measurement after again backfilling to laboratory.But, laboratory simulation is difficult to identical with actual natural conditions, and rain fall can have bigger difference with natural precipitation, and soil various physical parameters after disturbance have occurred that the biggest change simultaneously, the data obtained precision is poor, it is difficult to react the rainfall infiltration situation of the true soil body.Additionally, also part field experiment with measuring device, but function is the most perfect, it is difficult to soil infiltration situation sufficiently embodied, it is difficult to measure the amount of rainfall, the physical parameter such as infiltration capacity, run-off simultaneously.
Utility model content
This utility model provides a kind of the most reliable, original position soil rainfall infiltration measurement apparatus easy and simple to handle.
Realize the original position soil rainfall infiltration measurement apparatus of this utility model purpose, including rainfall collection tank, described rainfall collection tank be arranged over rainfall collection bucket, the lower section of described rainfall collection bucket is provided with effusion meter, the bottom of described rainfall collection tank is provided with infiltrates plate, described infiltrate plate be arranged over the first liquid level sensor, described in infiltrate the lower section of plate and be provided with multiple sleeve pipe, be provided with soil humidity sensor in described sleeve pipe;The side of described rainfall collection tank is provided with travel(l)ing rest, is provided with sluice gate below described travel(l)ing rest, and the obliquely downward of described travel(l)ing rest is provided with runoff collection tank, is provided with the second liquid level sensor in described runoff collection tank;
Described effusion meter, the first liquid level sensor, soil humidity sensor and the second liquid level sensor are all connected with measuring instrument.
Described rainfall collection bucket is four, and the lower section of each rainfall collection bucket is equipped with an effusion meter.
Described first liquid level sensor is five, lays respectively at four angles and the center of rainfall collection tank.
Described second liquid level sensor is three.
Having the beneficial effect that of original position soil rainfall infiltration measurement apparatus of the present utility model:
Original position soil rainfall infiltration measurement apparatus of the present utility model, can be used for the soil sarcodinids and flagellates under the conditions of in-site measurement natural precipitation, it is applicable to the soil body surface of different gradient, the rainfall of unit are, real-time rain speed, run-off and different depth soil infiltration situation can be drawn by monitoring system.The data obtained is precisely reliable, easy and simple to handle, has preferable novelty compared to existing measurement system and device.
Accompanying drawing explanation
Fig. 1 is the structural representation of original position soil rainfall infiltration measurement apparatus of the present utility model.
Fig. 2 is the structural representation of the first liquid level sensor of original position soil rainfall infiltration measurement apparatus of the present utility model.
Fig. 3 is the structural representation of the rainfall collection bucket of original position soil rainfall infiltration measurement apparatus of the present utility model.
Fig. 4 is the structural representation of the travel(l)ing rest of original position soil rainfall infiltration measurement apparatus of the present utility model.
Detailed description of the invention
Such as Fig. 1, shown in 4, original position soil rainfall infiltration measurement apparatus of the present utility model, including rainfall collection tank 6, described rainfall collection tank 6 be arranged over rainfall collection bucket 7, the lower section of described rainfall collection bucket 7 is provided with effusion meter 8, and the bottom of described rainfall collection tank 6 is provided with infiltrates plate 4, described in infiltrate plate 4 be arranged over the first liquid level sensor 5, the described lower section infiltrating plate 4 is provided with multiple sleeve pipe 2, is provided with soil humidity sensor 1 in described sleeve pipe 2;The side of described rainfall collection tank 6 is provided with travel(l)ing rest 10, is provided with sluice gate 11 below described travel(l)ing rest 10, and the obliquely downward of described travel(l)ing rest 10 is provided with runoff collection tank 13, is provided with the second liquid level sensor 14 in described runoff collection tank 13;
Described effusion meter the 8, first liquid level sensor 5, soil humidity sensor 3 and the second liquid level sensor 14 are all connected with measuring instrument 9.
As it is shown on figure 3, described rainfall collection bucket 7 is four, the lower section of each rainfall collection bucket 7 is equipped with an effusion meter 8.
As in figure 2 it is shown, described first liquid level sensor 5 is five, lay respectively at four angles and the center of rainfall collection tank 6.Described second liquid level sensor 14 is three.
The operation principle of original position soil rainfall infiltration measurement apparatus of the present utility model is as follows:
(1) test site needing to test is chosen, according to weather condition, the installation of assay device is carried out before rainfall, first on the soil body 1 surface according to sensor arrangement, rig is used to punch, bore diameter is slightly larger than casing diameter, inserts in boring by the sleeve pipe 2 with soil humidity sensor 3, and soil humidity sensor 3 is connected with measuring instrument 9;
(2) the rainfall collection tank 6 having installed effusion meter 8 and the first liquid level sensor 5 is put in the surface that soil humidity sensor 3 is arranged, there is the soil body surface of certain slope, the travel(l)ing rest 10 regulating scalable makes rainfall collection tank 6 horizontal positioned, the casing 6 four limit embedment shallow-layer soil body, bottom is infiltrated plate and is contacted with upper soll layer, and with liquid level sensor 5, effusion meter 8 is connected measuring instrument 9;
(3) on the soil body 1 with certain slope, digging a long groove of 1 meter at Caused by Sloping Surfaces at casing, width is advisable just to put into runoff collection tank 13, is connected with measuring instrument 9 by the second liquid level sensor 14 placed;
(4) start measuring instrument 9, carry out the debugging efforts of testing equipment, soil moisture before monitoring rainfall infiltration, by the water content of the various soil mass position that soil humidity sensor 3 can monitor, and store record numerical value, close measurement system afterwards, wait that rainfall is arrived.
(5) treat that rainfall comes interim, open test monitoring system, the rainfall of unit are can be calculated by effusion meter 8, inflow box house recorded moment water level can be monitored by the first liquid level sensor 5, and then infer storage flow, compare overhead stream and enter the flow of casing and can calculate the infiltration capacity of unit interval;
(6) when producing rainwash when, opening the sluice gate 11 installed on travel(l)ing rest 10, guide rainwash 12 to flow into runoff collection tank 13, the liquid level recorded by the second liquid level sensor 14 is high, calculates the runoff rate collected;
(7) meanwhile, measuring instrument 9 also can real time record embedment inside soil body different parts soil humidity sensor 3 measured value, seepage flow situation can be analyzed by the change of relatively identical sensor numerical value the most in the same time, the change in value of general space distribution sensor, rainfall can be analyzed at the Infiltration Law within soil, show that different depth different parts infiltrates situation change;
(8) stop infiltrating monitoring according to test requirements document concrete condition, disconnect soil humidity sensor the 3, first liquid level sensor 5, effusion meter the 8, second liquid level sensor 14 and the connection of measuring instrument, remove assay device, carry out surface wipes, put into proof box wait after natural drying and measure use next time.
Embodiment described above is only to be described preferred implementation of the present utility model; not scope of the present utility model is defined; without departing under this utility model design spirit premise; various deformation that technical solutions of the utility model are made by this area ordinary skill technical staff and improvement, all should fall in the protection domain that claims of the present utility model determine.

Claims (4)

1. original position soil rainfall infiltration measurement apparatus, it is characterised in that: include rainfall collection tank, described Rainfall collection tank be arranged over rainfall collection bucket, the lower section of described rainfall collection bucket is provided with effusion meter, institute State the bottom of rainfall collection tank to be provided with and infiltrate plate, described in infiltrate plate be arranged over the first liquid level sensor, The described lower section infiltrating plate is provided with multiple sleeve pipe, is provided with soil humidity sensor in described sleeve pipe;Described rainfall The side of collection tank is provided with travel(l)ing rest, is provided with sluice gate below described travel(l)ing rest, and described activity is propped up The obliquely downward of frame is provided with runoff collection tank, is provided with the second liquid level sensor in described runoff collection tank;
Described effusion meter, the first liquid level sensor, soil humidity sensor and the second liquid level sensor are all connected with Measuring instrument.
Original position soil rainfall infiltration measurement apparatus the most according to claim 1, it is characterised in that: institute Stating rainfall collection bucket is four, and the lower section of each rainfall collection bucket is equipped with an effusion meter.
Original position soil rainfall infiltration measurement apparatus the most according to claim 1, it is characterised in that: institute Stating the first liquid level sensor is five, lays respectively at four angles and the center of rainfall collection tank.
4., according to the arbitrary described original position soil rainfall infiltration measurement apparatus of claims 1 to 3, its feature exists In: described second liquid level sensor is three.
CN201620330519.0U 2016-04-20 2016-04-20 Original position soil rainfall infiltration measurement apparatus Expired - Fee Related CN205719870U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620330519.0U CN205719870U (en) 2016-04-20 2016-04-20 Original position soil rainfall infiltration measurement apparatus

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Application Number Priority Date Filing Date Title
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CN205719870U true CN205719870U (en) 2016-11-23

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106706475A (en) * 2017-02-28 2017-05-24 水利部交通运输部国家能源局南京水利科学研究院 In-situ rainfall infiltration and runoff distribution measuring system and method
CN111982780A (en) * 2020-08-19 2020-11-24 水利部交通运输部国家能源局南京水利科学研究院 Method for measuring and calculating relation between planned underlying surface and old underlying surface of new city area
CN111999228A (en) * 2020-08-19 2020-11-27 水利部交通运输部国家能源局南京水利科学研究院 Urban new area infiltration measuring and calculating method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106706475A (en) * 2017-02-28 2017-05-24 水利部交通运输部国家能源局南京水利科学研究院 In-situ rainfall infiltration and runoff distribution measuring system and method
CN111982780A (en) * 2020-08-19 2020-11-24 水利部交通运输部国家能源局南京水利科学研究院 Method for measuring and calculating relation between planned underlying surface and old underlying surface of new city area
CN111999228A (en) * 2020-08-19 2020-11-27 水利部交通运输部国家能源局南京水利科学研究院 Urban new area infiltration measuring and calculating method
CN111999228B (en) * 2020-08-19 2022-11-15 水利部交通运输部国家能源局南京水利科学研究院 Urban new area infiltration measuring and calculating method

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CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20161123

Termination date: 20170420