CN103091227A - Novel Guelph permeameter for measuring soil permeability - Google Patents
Novel Guelph permeameter for measuring soil permeability Download PDFInfo
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- CN103091227A CN103091227A CN201310025983XA CN201310025983A CN103091227A CN 103091227 A CN103091227 A CN 103091227A CN 201310025983X A CN201310025983X A CN 201310025983XA CN 201310025983 A CN201310025983 A CN 201310025983A CN 103091227 A CN103091227 A CN 103091227A
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- stilling
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- 239000002689 soil Substances 0.000 title claims abstract description 25
- 230000035699 permeability Effects 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 75
- 230000008595 infiltration Effects 0.000 claims abstract description 20
- 238000001764 infiltration Methods 0.000 claims abstract description 20
- 238000007789 sealing Methods 0.000 claims description 9
- 239000011521 glass Substances 0.000 claims description 6
- 230000003750 conditioning effect Effects 0.000 claims description 5
- 239000000945 filler Substances 0.000 claims description 3
- 238000005259 measurement Methods 0.000 abstract description 5
- 230000001105 regulatory effect Effects 0.000 abstract description 3
- 230000006378 damage Effects 0.000 abstract description 2
- 229920006395 saturated elastomer Polymers 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000002474 experimental method Methods 0.000 description 3
- 230000001276 controlling effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
本发明公开了一种测量土壤渗透性的新型Guelph入渗仪，其特点是它包括压力调节室（1）和供水室（2）两部分；克服了原来必须要求把供水室放入井内的限制，使野外测量更容易实施，通过压力调节室及进气管的调节确定钻孔内恒定水位的位置，减少了对土壤的破坏和影响，使测量值更准确和具有代表性，对钻孔的规格要求更加宽松，使其使用范围大大增加。
The invention discloses a new Guelph infiltration instrument for measuring soil permeability, which is characterized in that it includes two parts: a pressure regulating chamber (1) and a water supply chamber (2); it overcomes the original limitation that the water supply chamber must be put into the well , to make field measurements easier to implement, and to determine the position of the constant water level in the borehole through the adjustment of the pressure regulating chamber and the air intake pipe, which reduces the damage and impact on the soil, making the measured value more accurate and representative, and the specification of the borehole The requirements are more relaxed, which greatly increases the scope of its use.
Description
Technical field:
The present invention relates to the soil physics technical field, is a kind of novel Guelph infiltration instrument of measuring soil permeability specifically, is used for the measurement of soil permeability parameter.
Background technology
The soil permeability performance is the important physical property of soil, has determined precipitation infiltration and runoff ratio, is also that the holard, solute migration and crop growth model, calculating soil profile water flux and design are irrigated, an important soil parameter of unwatering system engineering.Simultaneously, about holard conduction parameter obtain and grasp for understand and administer the holard and surface water pollution, the soil erosion is also extremely important.Therefore, obtaining rapidly and exactly soil water infiltration parameter tool is of great significance.Field in-site detecting Soil Infiltration Characteristic is the key that the soil water flow dynamic process is described in research, and the researcher has carried out large quantity research around this problem both at home and abroad.
The Guelph infiltration instrument is a kind ofly to utilize three-dimensional to infiltrate principle to measure the surveying instrument of field saturated hydraulic conductivity, because of its measure in the open air holard force parameter have save time, water-saving, the advantage such as easy and simple to handle be widely used.Specifically, the Guelph infiltration instrument be utilize constant boring infiltrate principle and the portable in-site detecting field soil saturated hydraulic conductivity of cover that designs infiltrate device.The concrete operations that constant head boring method is measured the field saturated hydraulic conductivity are with the boring of earth boring auger original position, general hole depth 0-25cm, diameter is less than 10cm, well is accomplished fluently rear with the water supply of Ma Shi bottle, water lever fluctuating in observation port, namely think after a period of time to infiltrate and reached steady state (SS) when the depth of water in the hole maintains a constant altitude, at this moment obtain the stable state flow velocity by Ma Shi bottle reading.Taked the mode of malleation when keeping constant water level in well due to the Guelph infiltration instrument, need to be put in the part of the water supply chamber of Guelph infiltration instrument in seepage hole during measurement, the end of the draft tube that makes the Guelph infiltration instrument of perhaps digging pit outside the hole and the water level of control are positioned at sustained height, thereby brought inconvenience for using in the open air, having affected the precision of measuring, is the key issue that needs to be resolved hurrily during the Guelph infiltration instrument is used.
Summary of the invention:
The objective of the invention is to overcome the deficiency of above-mentioned prior art, and a kind of novel Guelph infiltration instrument of measuring soil permeability be provided, mainly solve the problems such as existing Guelph infiltration instrument measurement inconvenience and precision are lower,
Technical scheme of the present invention is: a kind of novel Guelph infiltration instrument of measuring soil permeability, and its special character is to comprise stilling chamber and water supply chamber two parts; Described water supply chamber lower end sealing, water supply chamber draft tube moving up and down is inserted into its inside by the water supply chamber upper end, and there is an air exhaust nozzle water supply chamber upper end, and there is water inlet the water supply chamber top, and water inlet is sealed by the water supply chamber sealing-plug; Described stilling chamber lower end sealing, there is a filler upper end, and seals with the stilling chamber sealing-plug, and stilling chamber draft tube moving up and down is inserted its inside by the stilling chamber upper end, and there is an outlet nozzle conditioning chamber upper end; Described outlet nozzle and water supply chamber draft tube are connected by connecting hose, water delivering orifice with gauge tap is arranged at the water supply chamber bottom, water delivering orifice connects feed pipe, and a flowmeter for Flow Observation is arranged between gauge tap and feed pipe, and feed pipe is placed in boring; The distance h of described stilling chamber draft tube end water surface to the stilling chamber
1With the distance h of water supply chamber draft tube end to the interior free-water level of boring
2Must equate.
Further, described pressure controlling chamber is the organic glass cylinder of the closed at both ends of the long 50 ~ 100cm of diameter 5 ~ 10cm.
Further, described water supply chamber is that diameter 10 ~ 20cm length is the organic glass cylinder of the closed at both ends of 50 ~ 100cm.
Compared with the prior art a kind of novel Guelph infiltration instrument of measuring soil permeability of the present invention has outstanding substantive distinguishing features and marked improvement, 1, the realization of the interior constant water level of boring is regulated by negative pressure and is completed, overcome the restriction that originally necessarily requires water supply chamber is put into boring, field survey is more easily implemented, effectively reduced labor workload, the time of having saved has been improved work efficiency significantly; 2, due to water supply chamber boring outside, reduced Latent destruction and impact on hole wall soil, make measured value more accurate and representative; 3, looser to the specification requirement of boring, usable range increases greatly.
Description of drawings:
Fig. 1 is structural representation of the present invention.
The drawing explanation:
1 stilling chamber, 2 water supply chambers, 3 feed pipes, 4 borings, 5 flowmeters, 6 stilling chamber draft tube, 7 water supply chamber draft tube, 8 water supply chamber sealing-plugs, 9 outlet nozzles, 10 air exhaust nozzles, 11 connecting hoses, 12 water delivering orifices, 13 gauge tap, 14, stilling chamber sealing-plug.
Embodiment:
For Comprehension and Implementation better, the present invention is described further below in conjunction with accompanying drawing.
Embodiment 1, referring to Fig. 1, select suitable stilling chamber 1 and water supply chamber 2 according to the design needs, water supply chamber 2 lower end sealings, pressure controlling chamber 1 is the organic glass cylinder of the closed at both ends of the long 50 ~ 100cm of diameter 5 ~ 10cm, and water supply chamber 2 is the organic glass cylinder of the closed at both ends of 50 ~ 100cm for diameter 10 ~ 20cm length; Water supply chamber draft tube 7 moving up and down is inserted into its inside by water supply chamber 2 upper ends, there is an air exhaust nozzle 10 water supply chamber 2 upper ends, there is water inlet water supply chamber 2 tops, water inlet can be by 8 sealings of water supply chamber sealing-plug, stilling chamber 1 lower end sealing, there is a filler upper end and seals with stilling chamber sealing-plug 14, stilling chamber draft tube 6 moving up and down is inserted its inside by conditioning chamber 1 upper end, there is an outlet nozzle 9 conditioning chamber 1 upper end, and outlet nozzle 9 is connected by connecting hose 11 with draft tube 7; There is the water delivering orifice 12 with gauge tap 13 water supply chamber 2 following sides, and water delivering orifice 12 is connected with feed pipe 3, and a flowmeter 5 for Flow Observation is arranged between gauge tap 13 and feed pipe 3, and feed pipe 3 is placed in boring 4; Stilling chamber draft tube 6 ends are to the distance h of the stilling chamber 1 interior water surface
1With the distance h of water supply chamber draft tube 7 ends to the 4 interior free-water levels of holing
2Must equate; Form the novel Guelph infiltration instrument of measurement soil permeability of the present invention.
A kind of novel Guelph infiltration instrument of measuring soil permeability of the present invention, after measuring system connects, first closing control switch 13 before the experiment beginning, water in stilling chamber 1 and water supply chamber 2 is filled into the precalculated position, utilize seal stilling chamber 1 and water supply chamber 2 sealings, adjust as required the position of draft tube, the distance of the stilling chamber draft tube 6 end-to-end distance tripping power conditioning chamber 1 interior waters surface is designated as h
1, water supply chamber draft tube 7 end-to-end distances are designated as h from the distance of the interior predetermined water level of boring
2, and require h
2Equal h
1, accordingly to the boring 4 interior water that add fast to the precalculated position, and open switch 13, utilize air-extractor to begin to bleed by air exhaust nozzle 10, infiltrate experiment beginning until draft tube 6,7 all begins air inlet, observe the numerical value of flowmeter 5, treat that stability of flow records stable flow value, experiment finishes.In conjunction with the specifications parameter of boring and the bathymetric data in boring, utilize known formula can calculate the relevant permeability parameters such as saturated hydraulic conductivity of this position soil.
Claims (3)
1. a novel Guelph infiltration instrument of measuring soil permeability, is characterized in that comprising stilling chamber (1) and water supply chamber (2) two parts; The sealing of described water supply chamber (2) lower end, water supply chamber draft tube moving up and down (7) is inserted into its inside by water supply chamber (2) upper end, there is an air exhaust nozzle (10) water supply chamber (2) upper end, above water supply chamber (2), water inlet is arranged, and water inlet is sealed by water supply chamber sealing-plug (8); The sealing of described stilling chamber (1) lower end, there is a filler upper end, and with stilling chamber sealing-plug (14) sealing, stilling chamber draft tube moving up and down (6) is inserted its inside by stilling chamber (1) upper end, and there is an outlet nozzle (9) conditioning chamber (1) upper end; Described outlet nozzle (9) is connected by connecting hose (11) with water supply chamber draft tube (7), the water delivering orifice (12) of one band gauge tap (13) is arranged at water supply chamber (2) bottom, water delivering orifice (12) connects feed pipe (3), one flowmeter (5) for Flow Observation is arranged between gauge tap (13) and feed pipe (3), and feed pipe (3) is placed in boring (4); Described stilling chamber draft tube (6) end is to the distance h of the interior water surface of stilling chamber (1)
1With the distance h of water supply chamber draft tube (7) end to boring (4) interior free-water level
2Must equate.
2. a kind of novel Guelph infiltration instrument of measuring soil permeability according to claim 1, is characterized in that described pressure controlling chamber (1) is the organic glass cylinder of the closed at both ends of the long 50 ~ 100cm of diameter 5 ~ 10cm.
3. a kind of novel Guelph infiltration instrument of measuring soil permeability according to claim 1, is characterized in that described water supply chamber (2) is the organic glass cylinder of the closed at both ends of 50 ~ 100cm for diameter 10 ~ 20cm length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310025983.XA CN103091227B (en) | 2013-01-24 | 2013-01-24 | Novel Guelph permeameter for measuring soil permeability |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310025983.XA CN103091227B (en) | 2013-01-24 | 2013-01-24 | Novel Guelph permeameter for measuring soil permeability |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103091227A true CN103091227A (en) | 2013-05-08 |
| CN103091227B CN103091227B (en) | 2014-12-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310025983.XA Expired - Fee Related CN103091227B (en) | 2013-01-24 | 2013-01-24 | Novel Guelph permeameter for measuring soil permeability |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104568700A (en) * | 2014-12-30 | 2015-04-29 | 昆明理工大学 | Adjustable soil infiltration performance detecting and loss amount sampling device |
| CN105929114A (en) * | 2016-05-03 | 2016-09-07 | 河海大学 | Test measuring cylinder device capable of simulating groundwater level variation influences |
| CN107144513A (en) * | 2017-06-26 | 2017-09-08 | 湖南农业大学 | A kind of soil moisture infiltration rate test device |
| CN108007840A (en) * | 2017-12-11 | 2018-05-08 | 合肥工业大学 | A kind of permeability apparatus that can simulate waterpower gradient magnitude and direction dynamic changing condition |
| CN110927043A (en) * | 2019-12-11 | 2020-03-27 | 天津市市政工程设计研究院 | A device for rapid measurement of permeability coefficient of plain fill in sponge city construction |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4319976A1 (en) * | 1993-06-11 | 1995-02-02 | Blz Geotechnik Gmbh | Method and arrangement for determining the permeability of a ground (soil) formation |
| DE19946287A1 (en) * | 1999-09-27 | 2001-04-05 | Matthias Gieska | Permeator, for determining hydraulic conductivity of ground, comprises feeding water into bore hole avoiding sludge formation, and electronically controlling the level, |
| JP2002004257A (en) * | 2000-06-23 | 2002-01-09 | Nittoc Constr Co Ltd | Permeability test method and device therefor |
| CN2788179Y (en) * | 2005-04-30 | 2006-06-14 | 张振华 | Portable soil penetrating parameter measuring device |
| CN101140213A (en) * | 2007-10-11 | 2008-03-12 | 西北农林科技大学 | Full-automatic negative pressure infiltration measuring device |
| CN201615869U (en) * | 2010-03-02 | 2010-10-27 | 中国水利水电科学研究院 | A device for in-situ measurement of field soil saturated hydraulic conductivity |
-
2013
- 2013-01-24 CN CN201310025983.XA patent/CN103091227B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4319976A1 (en) * | 1993-06-11 | 1995-02-02 | Blz Geotechnik Gmbh | Method and arrangement for determining the permeability of a ground (soil) formation |
| DE19946287A1 (en) * | 1999-09-27 | 2001-04-05 | Matthias Gieska | Permeator, for determining hydraulic conductivity of ground, comprises feeding water into bore hole avoiding sludge formation, and electronically controlling the level, |
| JP2002004257A (en) * | 2000-06-23 | 2002-01-09 | Nittoc Constr Co Ltd | Permeability test method and device therefor |
| CN2788179Y (en) * | 2005-04-30 | 2006-06-14 | 张振华 | Portable soil penetrating parameter measuring device |
| CN101140213A (en) * | 2007-10-11 | 2008-03-12 | 西北农林科技大学 | Full-automatic negative pressure infiltration measuring device |
| CN201615869U (en) * | 2010-03-02 | 2010-10-27 | 中国水利水电科学研究院 | A device for in-situ measurement of field soil saturated hydraulic conductivity |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104568700A (en) * | 2014-12-30 | 2015-04-29 | 昆明理工大学 | Adjustable soil infiltration performance detecting and loss amount sampling device |
| CN104568700B (en) * | 2014-12-30 | 2017-01-25 | 昆明理工大学 | Adjustable soil infiltration performance detecting and loss amount sampling device |
| CN105929114A (en) * | 2016-05-03 | 2016-09-07 | 河海大学 | Test measuring cylinder device capable of simulating groundwater level variation influences |
| CN107144513A (en) * | 2017-06-26 | 2017-09-08 | 湖南农业大学 | A kind of soil moisture infiltration rate test device |
| CN107144513B (en) * | 2017-06-26 | 2023-09-08 | 湖南农业大学 | A soil moisture infiltration rate testing device |
| CN108007840A (en) * | 2017-12-11 | 2018-05-08 | 合肥工业大学 | A kind of permeability apparatus that can simulate waterpower gradient magnitude and direction dynamic changing condition |
| CN110927043A (en) * | 2019-12-11 | 2020-03-27 | 天津市市政工程设计研究院 | A device for rapid measurement of permeability coefficient of plain fill in sponge city construction |
| CN110927043B (en) * | 2019-12-11 | 2022-04-19 | 天津市市政工程设计研究院 | Device for rapidly measuring plain soil filling permeability coefficient in sponge city construction |
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| Publication number | Publication date |
|---|---|
| CN103091227B (en) | 2014-12-10 |
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Owner name: LUDONG UNIVERSITY Free format text: FORMER OWNER: ZHANG ZHENHUA Effective date: 20141103 |
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Effective date of registration: 20141103 Address after: 264025 Hongqi Road, Zhifu District, Shandong, China, No. 186, No. Applicant after: Ludong University Address before: 264025 School of geography and planning, Ludong University, 186 Hongqi Road, Zhifu District, Shandong, Yantai Applicant before: Zhang Zhenhua |
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