CN105572318B - In-situ monitoring soil freezing-thawing device and the method that soil carbon loss is determined based on the device - Google Patents

In-situ monitoring soil freezing-thawing device and the method that soil carbon loss is determined based on the device Download PDF

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CN105572318B
CN105572318B CN201510905936.3A CN201510905936A CN105572318B CN 105572318 B CN105572318 B CN 105572318B CN 201510905936 A CN201510905936 A CN 201510905936A CN 105572318 B CN105572318 B CN 105572318B
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soil
thawing
freezing
carbon
earth pillar
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CN105572318A (en
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张晶
盛连喜
姚棣夫
张超凡
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Northeast Normal University
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    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/24Earth materials
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N30/00Investigating or analysing materials by separation into components using adsorption, absorption or similar phenomena or using ion-exchange, e.g. chromatography or field flow fractionation
    • G01N30/02Column chromatography
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N30/00Investigating or analysing materials by separation into components using adsorption, absorption or similar phenomena or using ion-exchange, e.g. chromatography or field flow fractionation
    • G01N30/02Column chromatography
    • G01N2030/022Column chromatography characterised by the kind of separation mechanism
    • G01N2030/025Gas chromatography

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

In-situ monitoring soil freezing-thawing device and the method that soil carbon loss is determined based on the device, it only monitors whole soil ecosystem carbon emission flux to solve existing field method, it can not monitor contribution of the specific soil layer to carbon emission, and indoor freezing and thawing simulated experiment is the problem of truly can not reflect freeze-thawing process of soil.The soil freezing-thawing device mainly includes temperature monitor, earth pillar room, gas buffer room, gum cover and airway tube.The method for determining soil carbon loss:The earth pillar in situ of different soil is fitted into the earth pillar room of freeze thawing device, the corresponding soil layer of people is buried, in thawing period, monitoring gas CO2And CH4Emission behaviour, and before and after comparing freeze thawing, corresponding soil layer dissolved organic carbon DOC situations of change, and then calculate frozen-thaw process soil carbon evapotranspiration.The different soil CO of the comprehensive experience frozen-thaw process of the present invention2、CH4The angle changing of emission flux and DOC contents, calculates the soil carbon extent of damage, and precision improves 30~50%.

Description

In-situ monitoring soil freezing-thawing device and the method that soil carbon loss is determined based on the device
Technical field
The present invention relates to a kind of device for monitoring soil freezing-thawing and the method for determining soil carbon loss.
Background technology
Soil freezing-thawing alternately be due to season or round the clock thermal change table soil and certain depth below formation freeze repeatedly- The soil course of defrosting.Soil of this phenomenon in middle and high latitude or high altitude localities is very universal.Alternate freezing and thawing effect changes Soil water and heat quantity, directly affects the biogeochemical cycle process of soil element.Freeze thawing general layout difference is to Soil Biochemical The influence difference of process may be very big, and (is particularly table soil and deep soil to soil profile to alternate freezing and thawing and its general layout at present Earth biochemical process difference) and entirely the influence degree of ecosystem nutrient circulation and biochemical importance are still not very clear.
In China's permafrost region for years, freeze from ground from top to bottom with maximum melt layer depths two-way opened from bottom to top Begin, (sometimes from mid-February December to next year) during late October to late November, seasonally thaw layer can whole deep colling;Melt Change is unidirectionally carried out from top to bottom since earth's surface, reaches that maximum melts depth to late September;And Frozen Area is freezed and the side melted To in contrast.At present, for problem present in soil freezing-thawing alternately research, on-spot study is inadequate, alternate freezing and thawing general layout is set Put the problems such as unreasonable, experiment soil moisture change is too fast.
As temperature is raised, permafrost active layer depth increase, Soil Respiration enhancing greatly promotes soil organic The loss of carbon, and the ability to pool carbon of the ecosystem may be changed.Carbon emissions mainly pass through following 3 kinds of forms:CH4、CO2With it is water-soluble Property organic carbon (DOC).CH4And CO2It is most important greenhouse gases, DOC is dissolved in the organic carbon constituents of water, they are that soil freezes Melt the main carbon loss form of process.Therefore, by calculating the changes of contents or emission flux of three, whole Winter-Spring can be calculated Season frozen-thaw process soil carbon loss total amount.
The content of the invention
The invention aims to solve existing field method only to monitor whole soil ecosystem carbon emission flux, nothing Method monitors contribution of the specific soil layer to carbon emission, and indoor freezing and thawing simulated experiment can not truly reflect asking for freeze-thawing process of soil Topic, from more accurate estimation frozen-thaw process Change of Soil Organic Carbon angle, there is provided a kind of device and base of in-situ monitoring soil freezing-thawing The method for determining soil carbon loss in the device.
In-situ monitoring soil freezing-thawing device of the present invention include freeze thawing post, temperature monitor and airway tube, wherein freeze thawing post by Gum cover, top cover, bottom and multiple pipe bodies composition, the vertical section of gum cover is " H " shape, the axis arranged superposed of multiple pipe bodies Long body is formed, the horizontal offset plate phase by gum cover between top cover and bottom, each pipe body is capped respectively at the two ends of long body Every being alternately separated into earth pillar room and gas surge chamber, multiple stomatas are provided with the horizontal offset plate of gum cover above earth pillar room, One end of airway tube is communicated with gas buffer room, and the other end of airway tube is extended to more than earth's surface, and multiple temp probes are by leading Line is connected with temperature monitor, each temp probe be distributed in in the identical soil layer of earth pillar room.
The present invention is realized according to the following steps based on the method that in-situ monitoring soil freezing-thawing device determines soil carbon loss:
First, soil profile is dug before soil freezing, the earth pillar in situ of different soil is cut as soil layer unit, determines each soil The DOC contents of layer unit;
2nd, earth pillar in situ is put into the earth pillar room of freeze thawing post, multiple temp probes pass through wire and temperature monitor phase Connection, temp probe distribution is arranged in different soil layers, and in in-situ monitoring soil freezing-thawing device embedment soil layer, experience one is complete Whole freezing and thawing cycle, gas sample is collected by airway tube, determines CO2And CH4Concentration and calculate two kinds of gas CO in each soil layer2With CH4Emission flux;
3rd, in-situ monitoring soil freezing-thawing device is taken out after soil melts completely, gathers and determines each soil layer in earth pillar room The DOC contents of unit;
4th, with reference to each soil layer DOC changes of whole thawing period and CO2And CH4Emission flux, pass through below equation calculate soil Carbon loss C of the earth in frozen-thaw processloss, the measure of soil carbon loss is completed,
Closs=Δ DOC+ Δs CH4+ΔCO2
Wherein, Δ DOC is the difference of Soil dissolved orgnic carbon before and after freeze thawing;
ΔCO2For whole thawing period CO2 emission general traffic;
ΔCH4For whole thawing period discharge of methane general traffic.
The present invention can monitor multiple soil simultaneously based on the method that in-situ monitoring soil freezing-thawing device determines soil carbon loss The greenhouse gas emission of layer and the situation of change of dissolved organic carbon.In frozen-thaw process, on the one hand, soil pore water freezes State is different, cause the content of dissolved organic carbon with freezing-thawing process dynamic change, on the other hand, in different soil Functional microorganism structure of community and abundance are variant, in response frozen-thaw process, and the speed of metabolism turnover soil organic matter is also different, Therefore, CO between each soil layer2And CH4Emission flux also slightly has difference.Compared to conventional method, in terms of soil carbon loss is estimated, with It is only single warm from the change of upper soll layer (0~20cm) organic carbon content or whole earth pillar (earth pillar of certain depth) toward computational methods The angle of room emission flux of gas, calculates the soil carbon loss of frozen-thaw process, and the present invention integrates the difference of experience frozen-thaw process Soil layer CO2、CH4Emission flux and the angle changing of DOC content threes, calculate soil carbon injury test degree, and precision is improved 30%~50%.The present invention is applied to research thawing period different type frozen soil carbon loss situation.
Brief description of the drawings
Fig. 1 is the structural representation of in-situ monitoring soil freezing-thawing device of the present invention;
Fig. 2 is the top view of freeze thawing post;
Fig. 3 is the soil layer freeze thawing curve map that the step 4 of embodiment one is obtained.
Embodiment
Embodiment one:Present embodiment in-situ monitoring soil freezing-thawing device includes freeze thawing post, the and of temperature monitor 9 Airway tube 6, wherein freeze thawing post are made up of gum cover 3, top cover 7, bottom 5 and multiple pipe bodies 8, and the vertical section of gum cover 3 is " H " shape, The axis arranged superposed of multiple pipe bodies 8 forms long body, is capped top cover 7 and bottom 5, each circle respectively at the two ends of long body It is separated by between body 8 by the horizontal offset plate of gum cover 3 and is alternatively formed earth pillar room 1 and gas surge chamber 2, on earth pillar room 1 Side the horizontal offset plate of gum cover 3 on be provided with multiple stomata 3-1, one end of airway tube 6 is communicated with gas buffer room 2, airway tube 6 it is another One end is extended to more than earth's surface, and multiple temp probes 10 are connected by wire with temperature monitor 9, each 10 points of temp probe Cloth with the identical soil layer of earth pillar room 1.
Airway tube described in present embodiment is L-shaped, and vertical component is higher by ground respectively in addition to below ground part is embedded in 300~400mm of face or so;The top mouthful of vertical component is plugged with rubber stopper.
Embodiment two:The height of present embodiment and earth pillar room 1 unlike embodiment one for 10~ 15cm。
Embodiment three:Present embodiment and the pipe body 8 unlike embodiment one or two and lead The material of tracheae 6 is rigid plastics.
Embodiment four:The airway tube 6 unlike one of present embodiment and embodiment one to three One end communicated with gas buffer room, the other end of airway tube 6 is plugged with rubber stopper 11.
Present embodiment can also also be inserted with syringe needle in the middle of rubber stopper, for being evacuated.
Embodiment five:The one of airway tube 6 unlike one of present embodiment and embodiment one to four End is communicated with gas buffer room 2, and the distance that the other end of airway tube 6 is above ground level is 300~400mm.
Embodiment six:Each temp probe unlike one of present embodiment and embodiment one to five 10 are positioned over centered on freeze thawing post radius in 0.5~2m region.
Embodiment seven:The method that present embodiment determines soil carbon loss based on in-situ monitoring soil freezing-thawing device Realize according to the following steps:
First, soil profile is dug before soil freezing, the earth pillar in situ of different soil is cut as soil layer unit, determines each soil The DOC contents of layer unit;
2nd, earth pillar in situ is put into the earth pillar room of freeze thawing post, multiple temp probes pass through wire and temperature monitor phase Connection, temp probe distribution is arranged in different soil layers, and in in-situ monitoring soil freezing-thawing device embedment soil layer, experience one is complete Whole freezing and thawing cycle, gas sample is collected by airway tube, determines CO2And CH4Concentration and calculate two kinds of gas CO in each soil layer2With CH4Emission flux;
3rd, in-situ monitoring soil freezing-thawing device is taken out after soil melts completely, gathers and determines each soil layer in earth pillar room The DOC contents of unit;
4th, with reference to each soil layer DOC changes of whole thawing period and CO2And CH4Emission flux, pass through below equation calculate soil Carbon loss C of the earth in frozen-thaw processloss, the measure of soil carbon loss is completed,
Closs=Δ DOC+ Δs CH4+ΔCO2
Wherein, Δ DOC is the difference of Soil dissolved orgnic carbon before and after freeze thawing;
ΔCO2For whole thawing period CO2 emission general traffic;
ΔCH4For whole thawing period discharge of methane general traffic.
Temperature monitor described in present embodiment is multiple spot soil moisture recorder, and its temperature range can meet freeze thawing prison Surveying is needed, and temperature information can be recorded automatically.
Embodiment eight:Present embodiment by TOC instrument unlike embodiment seven from determining each soil layer The DOC contents of unit.Other steps and parameter are identical with embodiment seven.
Embodiment nine:Present embodiment uses gas phase color from step 2 unlike embodiment seven or eight Spectrometry determines CO2And CH4Concentration.Other steps and parameter are identical with embodiment seven or eight.
Embodiment ten:Step 4 unlike one of present embodiment and embodiment seven to nine passes through temperature Degree draws soil layer freeze thawing curve map, and combines each soil layer DOC changes of whole thawing period and CO2And CH4Emission flux, pass through public affairs Formula calculates carbon loss C of the soil in frozen-thaw processloss, the measure of soil carbon loss is completed, wherein soil layer freeze thawing curve map is distinguished It is vertical using the soil depth for entering frozen state (being less than zero degree as standard using the soil moisture) using the thawing period period as abscissa Coordinate, then using the thawing period period as abscissa, the soil layer to enter melting state (being less than zero degree as standard using the soil moisture) Depth is ordinate, and drafting obtains freeze thawing curve map.Other steps and parameter are identical with one of embodiment seven to nine.
Present embodiment is because non-thawing period, and wetland soil also produces CO by microbiota metabolic activity2And CH4, freeze thawing song Line defines the timing node of this assay method, can more accurately calculate carbon loss Closs.So, with reference to freeze thawing curve, by freezing CO weekly during melting2And CH4Emission flux, calculate total emission flux Δ CO2With Δ CH4;And pass through different soil before and after freeze thawing DOC change in concentration, calculates Δ DOC, and three's adds and (Δ CO2+ΔCH4+ Δ DOC) it is carbon loss Closs
Embodiment one:The present invention determines the method for soil carbon loss according to the following steps based on in-situ monitoring soil freezing-thawing device Implement:
First, in China's river Plain, Northeast China seasonal frozen soil region, cutd open in shoveling earth before annual mid or late October soil freezing Face, cuts 0~10cm, 10~20cm, 20~30cm, the earth pillar in situ of 30~40cm different soils as soil layer unit respectively, The DOC contents of each soil layer unit are determined by TOC instrument;
2nd, earth pillar in situ is put into the earth pillar room of freeze thawing post, using two in-situ monitoring soil freezing-thawing devices, makes freeze thawing Earth pillar room in post is in different soil, and 6 temp probes are connected by wire with multichannel temperature monitor, using 10cm as Gap depth, probe is respectively inserted in the corresponding soil layer of upper soll layer and different depth, respectively on 10 points of 10 points of daytime and night, often Every 12h records temperature once, in in-situ monitoring soil freezing-thawing device embedment soil layer, a complete freezing and thawing cycle is undergone, is passed through Airway tube collects gas sample, wherein in freezing period, extracting gas once weekly;Melt the phase, weekly extract gas twice, between Every 3 days;In the morning 9:00-11:In 00 period, respectively at 0 moment point, every 20min, extracted respectively by airway tube each Soil layer gas, 0~10cm (by airway tube A), 10~20cm (airway tube C), 20~30cm (airway tube B) and 30~40cm (airway tube D), extracts 4 time points altogether, and CO is determined using gas chromatography2And CH4Concentration and calculate in the corresponding period each Two kinds of gas CO in soil layer2And CH4Emission flux;
3rd, in-situ monitoring soil freezing-thawing device is taken out after soil melts completely, gathers and earth pillar room is determined by TOC instrument In each soil layer unit DOC contents;
4th, soil layer freeze thawing curve map is drawn by temperature, and combines each soil layer DOC changes of whole thawing period and CO2And CH4 Emission flux, by formula calculate soil frozen-thaw process carbon loss Closs, the measure of soil carbon loss is completed,
Closs=Δ DOC+ Δs CH4+ΔCO2
Wherein, Δ DOC is the difference of Soil dissolved orgnic carbon before and after freeze thawing;
ΔCO2For whole thawing period CO2 emission general traffic;
ΔCH4For whole thawing period discharge of methane general traffic.
The present embodiment in-situ monitoring soil freezing-thawing device earth pillar room is identical with the size of gas surge chamber, the high 100mm of cylinder, 10cm thick soil stratums are filled with internal diameter 90mm, external diameter 100mm, earth pillar room, gum cover is quality of rubber materials, in the glue above earth pillar room 15 stomatas, bore dia 5mm, to make earth pillar room and gas surge chamber gas connection are provided with the horizontal offset plate of set.Traditional carbon loss Lose computational methods and (refer to document Bu NB, Qu JF, Li G.2015.Reclamation of coastal salt marshes promoted carbon loss from previously-sequestered soil carbon pool.Ecological Engineering,81:335-339), soil carbon loss C is calculatedloss, different soil is not considered more SOC content difference, and only calculate 0~20cm of upper soll layer SOC changes of contents.Meanwhile, some research also calculates soil Breathe CO2Emission flux, but for wetland soil, the CH produced in thawing period by anaerobic effect4Emission flux, Compare CO on the contrary2Emission flux it is much larger, therefore CH can not be ignored4Discharge.For experiment frost zone used, pass through Conventional method calculates frozen-thaw process soil carbon loss amount, and it is 57.23g kg before freeze thawing-1, it is 53.26g kg after freeze thawing-1, one The soil carbon loss amount of individual freezing and thawing cycle is 3.97g kg-1, about 6.94%.Frozen using the present embodiment based on in-situ monitoring soil Melt the method that device determines soil carbon loss, before freeze thawing, 4 floor earth pillar rooms (0~10cm, 10~20cm, 20~30cm and 30~ 40cm) DOC contents are respectively 38.01mg kg-1、34.02mg kg-1、29.55mg kg-1With 26.31mg kg-1, DOC after freeze thawing Respectively 47.67mg kg-1、40.41mg kg-1、33.43mg kg-1With 29.87mg kg-1.The internal diameter of wherein earth pillar room is 90mm, high 100mm, 4 layers of soil weight in wet base are respectively 522g, 748g, 825g and 920g, meanwhile, the CO of 4 floor earth pillar rooms2Discharge is logical Amount is respectively 262.34g m-2/ freeze thawing season, 245.45g m-2/ freeze thawing season, 178.11g m-2/ freeze thawing season and 150.13g m-2/ freeze Melt season, and the CH of 4 floor earth pillar rooms4Emission flux is 1630.06g m-2/ freeze thawing season, 2530.67g m-2/ freeze thawing season, 2304.44g m-2/ freeze thawing season and 1930.676g m-2/ freeze thawing season.According to Closs=Δ DOC+ Δs CH4+ΔCO2Formula, whole soil freezing-thawing 0~40cm of mobile layer carbon loss vector ClossFor 5.46g kg-1, precision improves 37.5 percentage points.

Claims (10)

1. in-situ monitoring soil freezing-thawing device, it is characterised in that the in-situ monitoring soil freezing-thawing device, which includes freeze thawing post, temperature, supervises Instrument (9) and airway tube (6) are surveyed, wherein freeze thawing post is made up of gum cover (3), top cover (7), bottom (5) and multiple pipe bodies (8), glue The vertical section for covering (3) is " H " shape, and the axis arranged superposed of multiple pipe bodies (8) forms long body, at the two ends of long body point Not Jia Gai top cover (7) and bottom (5), be separated by by the horizontal offset plate of gum cover (3) between each pipe body (8) and be alternatively formed earth pillar room (1) and gas surge chamber (2), multiple stomatas (3-1) are provided with gum cover (3) horizontal offset plate above earth pillar room (1), are led One end of tracheae (6) is communicated with gas buffer room (2), and the other end of airway tube (6) is extended to more than earth's surface, multiple temp probes (10) it is connected by wire with temperature monitor (9), each temp probe (10) is distributed in and corresponding earth pillar room (1) identical In soil layer.
2. in-situ monitoring soil freezing-thawing device according to claim 1, it is characterised in that the height of earth pillar room (1) is 10~ 15cm。
3. in-situ monitoring soil freezing-thawing device according to claim 1, it is characterised in that the pipe body (8) and airway tube (6) material is rigid plastics.
4. in-situ monitoring soil freezing-thawing device according to claim 1, it is characterised in that one end of the airway tube (6) with Gas buffer room is communicated, and the other end of airway tube (6) is plugged with rubber stopper (11).
5. in-situ monitoring soil freezing-thawing device according to claim 1, it is characterised in that one end of airway tube (6) and gas Surge chamber (2) is communicated, and the distance that the other end of airway tube (6) is above ground level is 300~400mm.
6. in-situ monitoring soil freezing-thawing device according to claim 1, it is characterised in that each temp probe (10) is placed In centered on freeze thawing post radius for 0.5~2m region in.
7. determining the method for soil carbon loss based on in-situ monitoring soil freezing-thawing device as claimed in claim 1, its feature exists Then follow these steps to realize:
First, soil profile is dug before soil freezing, the earth pillar in situ of different soil is cut as soil layer unit, determines each soil layer list The DOC contents of member;
2nd, earth pillar in situ is put into the earth pillar room of freeze thawing post, multiple temp probes are connected by wire with temperature monitor, Temp probe distribution is arranged in different soil layers, in in-situ monitoring soil freezing-thawing device embedment soil layer, undergo one it is complete Freezing and thawing cycle, gas sample is collected by airway tube, determines CO2And CH4Concentration and calculate two kinds of gas CO in each soil layer2And CH4's Emission flux;
3rd, in-situ monitoring soil freezing-thawing device is taken out after soil melts completely, gathers and determines each soil layer unit in earth pillar room DOC contents;
4th, with reference to each soil layer DOC changes of whole thawing period and CO2And CH4Emission flux, by below equation calculate soil exist The carbon loss C of frozen-thaw processloss, the measure of soil carbon loss is completed,
Closs=Δ DOC+ Δs CH4+ΔCO2
Wherein, Δ DOC is the difference of Soil dissolved orgnic carbon before and after freeze thawing;
ΔCO2For whole thawing period CO2 emission general traffic;
ΔCH4For whole thawing period discharge of methane general traffic.
8. the method according to claim 7 for determining soil carbon loss, it is characterised in that each soil layer list is determined by TOC instrument The DOC contents of member.
9. the method according to claim 7 for determining soil carbon loss, it is characterised in that step 2 uses gas chromatography Determine CO2And CH4Concentration.
10. the method according to claim 7 for determining soil carbon loss, it is characterised in that step 4 draws soil by temperature Layer freeze thawing curve map, and combine each soil layer DOC changes of whole thawing period and CO2And CH4Emission flux, pass through formula calculate soil Carbon loss C of the earth in frozen-thaw processloss, the measure of soil carbon loss is completed, wherein soil layer freeze thawing curve map is respectively with thawing period Period is abscissa, using the soil depth into frozen state as ordinate, then using the thawing period period as abscissa, to enter The soil depth for entering melting state is ordinate, and drafting obtains freeze thawing curve map.
CN201510905936.3A 2015-12-09 2015-12-09 In-situ monitoring soil freezing-thawing device and the method that soil carbon loss is determined based on the device Expired - Fee Related CN105572318B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107356726B (en) * 2017-08-22 2023-05-12 中国科学院西北生态环境资源研究院 Indoor simulation system for permafrost degradation process
CN107271473B (en) * 2017-08-22 2023-06-30 中国科学院西北生态环境资源研究院 Indoor simulation system for influence of freeze thawing process on soil environment
CN107894499B (en) * 2017-11-10 2020-06-19 内蒙古鲜农农牧业科技有限公司 Fixed-point measuring device for soil respiration
CN110411897B (en) * 2018-04-28 2022-07-15 国家能源投资集团有限责任公司 Gas parameter in-situ monitoring device, in-situ monitoring system and in-situ monitoring method
CN109884268B (en) * 2019-01-16 2021-09-21 东北农业大学 Non-disturbance device and method for monitoring freezing and thawing depth of frozen soil in seasons
CN110895275A (en) * 2019-04-17 2020-03-20 福建农林大学 Device and method for measuring soil respiration and water migration by simulating temperature rise rainfall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102879235A (en) * 2011-07-15 2013-01-16 敦煌研究院 Soil gas collector for alternately frequent low temperature, drought, wet, freezing and thawing soil
CN103267659A (en) * 2013-05-31 2013-08-28 中国科学院地理科学与资源研究所 Collection device of greenhouse gases at different depths of soil section
CN103293291A (en) * 2013-05-31 2013-09-11 中国科学院地理科学与资源研究所 Respiration intensity determination device for roots of field crops at different depths
CN103901182A (en) * 2014-04-29 2014-07-02 北京林业大学 Multi-section tubular frozen soil sensor and frozen soil detection system

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2734090B2 (en) * 1989-05-30 1998-03-30 富士通株式会社 Print head
JP2670991B2 (en) * 1995-07-17 1997-10-29 基礎地盤コンサルタンツ株式会社 Ground frozen sampling method and device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102879235A (en) * 2011-07-15 2013-01-16 敦煌研究院 Soil gas collector for alternately frequent low temperature, drought, wet, freezing and thawing soil
CN103267659A (en) * 2013-05-31 2013-08-28 中国科学院地理科学与资源研究所 Collection device of greenhouse gases at different depths of soil section
CN103293291A (en) * 2013-05-31 2013-09-11 中国科学院地理科学与资源研究所 Respiration intensity determination device for roots of field crops at different depths
CN103901182A (en) * 2014-04-29 2014-07-02 北京林业大学 Multi-section tubular frozen soil sensor and frozen soil detection system

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
冻融作用下黑土有机碳数量变化的研究;刘淑霞等;《农业环境科学学报》;20080331;第27卷(第3期);第984-990页 *
冻融作用对大兴安岭多年冻土区泥炭地土壤有机碳的影响研究;王娇月;《中国博士学位论文全文数据库工程科技Ⅰ辑》;20150215(第02期);第85-87页 *
冻融作用对大兴安岭多年冻土区泥炭地土壤有机碳的影响研究;王娇月;《中国博士学位论文全文数据库工程科技I辑》;20150215(第2期);第85-87页 *

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