CN101915771A - Method for determining sandy soil moisture content based on low-frequency ground penetrating radar ground method - Google Patents

Method for determining sandy soil moisture content based on low-frequency ground penetrating radar ground method Download PDF

Info

Publication number
CN101915771A
CN101915771A CN 201010272467 CN201010272467A CN101915771A CN 101915771 A CN101915771 A CN 101915771A CN 201010272467 CN201010272467 CN 201010272467 CN 201010272467 A CN201010272467 A CN 201010272467A CN 101915771 A CN101915771 A CN 101915771A
Authority
CN
China
Prior art keywords
soil
moisture content
radar
wave
soil moisture
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN 201010272467
Other languages
Chinese (zh)
Other versions
CN101915771B (en
Inventor
朱安宁
张佳宝
信秀丽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Institute of Soil Science of CAS
Original Assignee
Institute of Soil Science of CAS
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Institute of Soil Science of CAS filed Critical Institute of Soil Science of CAS
Priority to CN2010102724673A priority Critical patent/CN101915771B/en
Publication of CN101915771A publication Critical patent/CN101915771A/en
Application granted granted Critical
Publication of CN101915771B publication Critical patent/CN101915771B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The method of measurement sandy soil moisture content based on low-frequency ground penetrating radar ground method, determination step are as follows: Coherent Noise in GPR Record is acquired by total mid-point method, when determining that air wave and earthwave are walked; With the radar wave information of constant spacing method acquisition soil profile; The calculating of soil dielectric constant: parameter substitution formula is obtained to the dielectric constant of soil
Figure 201010272467.3_AB_0
; The calculating of soil moisture content: the soil dielectric constant ε being calculated is substituted into θ=- 5.3 × 10-2+2.92 × 10-2 ε -5.5 × 10-4 ε 2+4.3 × 10-6 ε 3, obtains soil moisture content. This method is suitable for the measurement in farmland and small watershed soil moisture content, and this method is convenient, fast, accurate and non-destructive, is particularly suitable for the measurement of water-content coefficient of sandy soil.

Description

Method based on the mensuration sandy soil moisture content of low-frequency ground penetrating radar ground method
One, technical field
The present invention relates to a kind of sandy soil section moisture determination method, particularly a kind of method of the mensuration sandy soil moisture content based on low-frequency ground penetrating radar ground method.
Two, background technology
For a long time, the assay method of the soil moisture content of small scale mainly is oven drying method, NEUTRON METHOD, sensor method and time-domain reflectomer method, these methods can be measured soil moisture content more exactly, but all exist time and effort consuming and soil is had certain problems such as destructiveness.The mid-90 in last century, remote sensing technology begins to be applied to the determining soil moisture on the regional scale, this method energy fast measuring zone and even global upper soll layer water cut, contain much information, but, the spatial resolution of remote sensing method is lower, and can only estimate the soil moisture content of the top layer 0.05m degree of depth by remotely-sensed data, and the influence that covered by vegetation is also bigger.This shows, between the time-domain reflectomer method and remote sensing technique of determining soil moisture content, there is the technological gap on the space scale, promptly on Small and Medium Sized such as farmland and small watershed, said method can not satisfy far away growing soil science research and modernized precision agriculture in a large number, the demand of agricultural land soil moisture multidate information fast and accurately.Thereby the development scientific basis is applicable to that fully the convenient, fast, accurate and non-destructive soil basis determining technology of farmland and small watershed is that needs are paid attention to and problem in urgent need of strengthening.
Ground penetrating radar exploration is estimated the specific inductive capacity of soil by obtaining the operation information of radar wave in soil, and then utilizes the experimental formula of soil dielectric constant and soil moisture content or the water cut that half theoretical relationship calculates soil.The method of existing ground penetrating radar detection soil moisture content mainly contains 4 kinds by the classification of type of electromagnetic wave propagation: reflective wave method, earthwave method, reflection coefficient method and boring radar method.Wherein the earthwave method is determined the thin solum water cut according to transmitting and receiving the earthwave that antenna distance and ground penetrating radar measure working time, is to think the soil basis determining method of potentialization at present.
At present, using the main scope of wave frequency that adopts when the earthwave method is surveyed soil moisture content in the world is 225MHz~900MHz.And, influenced by the soil texture, water cut etc. because the resolution of low-frequency electromagnetic wave is low, and be difficult for identifying air wave and earthwave in the radar image, also less about the research of low-frequency ground penetrating radar ground method both at home and abroad at present.But characteristics such as low-frequency electromagnetic wave has the penetration capacity increase than frequency electromagnetic waves, and investigation depth is big, research level the water cut dark and soil profile that humidity is high has advantage.Low-frequency ground penetrating radar ground method is particularly useful for the agricultural land soil moisture determination.
And the pattern of earthwave method detection soil moisture content mainly contains common mid-point method and constant spacing method.Be total to mid-point method as a kind of change of weather distance between centers of tracks method, measurement result accuracy height, but need expend a large amount of time and manpower, be not suitable for (10m-1000m) application in a big way.The advantage that the constant spacing method has fast, monitors in real time is suitable for the soil water space-time distribution monitoring than large scale, but must under the condition of the known reflecting interface degree of depth, carry out.To be total to mid-point method and combine with the constant spacing method and measure soil moisture content, then time saving and energy saving is many.When the first earthwave that obtains the different antennae spacing by common mid-point method is walked, select the optimal antenna spacing that to isolate air wave and earthwave then, utilize the constant spacing method to survey water cut again.The major limitation of this method is, is total to the optimal antenna spacing disunity of mid-point method and constant spacing method.Mid-point method is measured in the radar image altogether, and antenna distance is more little, and air wave in the image and earthwave are approaching more, and the interface is unintelligible, is difficult to pick up air wave and earthwave accurately; And constant spacing is measured in the radar image, and antenna distance is big more, and radar wave signal is weak more, and abnormal signal increases, and error is big more.Therefore, how to find the optimal antenna spacing of taking into account common mid-point method and constant spacing method particularly crucial.
Therefore, this method combines by common mid-point method of low frequency ground penetrating radar utilization and constant spacing method and measures the different soils water cut of soil after irrigation, for the further application of low frequency ground penetrating radar in pedology from now on provides foundation.
Three, summary of the invention
Goal of the invention: the present invention is directed to the deficiency that exists in the above-mentioned existing Soil Water Content Rate Determination method, a kind of convenient, fast, accurate and non-destructive soil basis determining method that is applicable to farmland and small watershed is provided, and this method is particularly useful for the measurement of water-content coefficient of sandy soil.
Technical scheme: based on the method for the mensuration sandy soil moisture content of low-frequency ground penetrating radar ground method, determination step is: gather Coherent Noise in GPR Record by being total to mid-point method, when walking with definite air wave and earthwave: emitting antenna and receiving antenna are pressed fixed step size and are moved symmetrically round about along survey line, keep a common midpoint, relation when its radar record is walking of antenna distance and radar wave is obtained t when can the clear air wave of isolating the different antennae spacing x correspondence of air wave and earthwave walking AWT when walking with earthwave GW, return and obtain t AW~x and t GW~x relational expression; Gather the radar wave information of soil profile with the constant spacing method: keep the spacing of ground penetrating radar emitting antenna and receiving antenna constant, the assay method that obtains radar image that moves simultaneously along line direction by fixed step size, relation when walking that its radar image is recorded as survey line and radar wave is according to t AW~x and t GWT when~x relational expression calculates constant spacing optimal antenna spacing AWAnd t GWThe calculating of soil dielectric constant: the specific inductive capacity that parameter substitution formula is got soil
Figure BSA00000256878600021
Wherein wave speed v, t when earthwave is walked GW, t when air wave is walked AW, antenna distance x, c be electromagnetic wave speed 0.3mns in a vacuum -1The calculating of soil moisture content: with soil dielectric constant ε substitution θ=-5.3 * 10 that calculate -2+ 2.92 * 10 -2ε-5.5 * 10 -4ε 2+ 4.3 * 10 -6ε 3, get soil moisture content.
Concrete steps when altogether mid-point method determines that air wave and earthwave are walked are: the long 15m to 20m of selection of survey line, the reference position that transmits and receives antenna is at each 10cm place, survey line mid point north and south, initial spacing 20cm gathers step-length 20cm, and promptly two antennas are each respectively along the outside mobile 10cm of survey line.
Beneficial effect: characteristics such as adopting relative low-frequency electromagnetic wave to have penetration capacity than frequency electromagnetic waves in the method increases, and investigation depth is big, research level the water cut dark and soil profile that humidity is high has advantage.This method will be total to mid-point method and combine with the constant spacing method and measure soil moisture content, and will be time saving and energy saving; Be applicable to the convenient, fast, accurate and non-destructive soil basis determining of farmland and small watershed, and measure by many surveys line and can obtain soil profile continuous aqueous quantitative change situation, being the distributed in three dimensions situation of soil moisture content, is replenishing and expansion the fixed point determining instrument.In addition, prove that by experiment under different water content levels, this method can obtain measurement result comparatively accurately.
Four, description of drawings
Figure when Fig. 1 antenna distance-electromagnetic wave is walked;
Fig. 2 measures image (x=1m) for the constant spacing method of the sandy soil initial (A) and the processing (B) of pouring water; Wherein Fig. 2-A is the soil moisture content basically identical of initial (not pouring water) state of test, and its ground penetrating radar image is a horizontal linear; Fig. 2-B is for after pouring water, and from survey line 5m, the zone of pouring water causes specific inductive capacity to increase because water cut increases, thus t when causing the walking of earthwave GWIncrease, the ground penetrating radar image is recessed gradually.
Five, embodiment
Embodiment 1:
1, test apparatus
Through overtesting, the antenna of 50MHz can not detect radar earthwave signal because frequency is too low, is 100MHz so this method adopts antenna frequencies.The RAMAC/GPR CUII universal host machine system acquisition data that test adopts Sweden Mala GeoScience company to produce, critical piece comprises: the two pairs of frequencies are respectively screened shielded antanna, main frame, computer, optical cable and other accessories of the non-shielding reception of 100MHz and emitting antenna (being connected to main frame by optical cable), 100MHz.Acquisition software is RAMACGroundvision, and image filtering is handled and adopted REFLEXW software.
2, test procedure
(1) gathers Coherent Noise in GPR Record by being total to mid-point method, when walking with definite air wave and earthwave.Be that emitting antenna and receiving antenna move along survey line round about symmetrically by fixed step size, keep a common midpoint, relation when its radar record is walking of antenna distance and radar wave.The long 15m to 20m that selects of survey line, the reference position that transmits and receives antenna is at each 10cm place, survey line mid point north and south, and initial spacing 20cm gathers step-length 20cm, and promptly two antennas are each respectively along the outside mobile 10cm of survey line.
(2) gather the radar wave information of soil profile with the constant spacing method.The constant spacing method promptly keeps the spacing of ground penetrating radar emitting antenna and receiving antenna constant, and by the assay method that obtains radar image that fixed step size moves simultaneously along line direction, its radar image is recorded as when survey line is walked with radar wave and concerns.We can adopt the screened shielded antanna (emitting antenna and receiving antenna spacing are 1m) of MALA company herein, can obtain the radar information at survey line place easily.Adopt the constant spacing method to survey the whole piece survey line with the 20cm step-length.
(3) ground penetrating radar Flame Image Process and decipher.
Original radar image need be discerned through handling interpretation, decipher and the objective body that just can carry out image, thereby obtains more accurate target information.Adopt Reflexw4.0 software to carry out pre-service, basic step is: 1. remove dc shift; 2. static correction; 3. gain; 4. extract mean-trace; 5. Butterworth bandpass filtering; 6. running mean.
(4) calculating of soil moisture content
The velocity of propagation of radar wave in soil mainly determined by the relative permeability and the specific inductive capacity of soil, because the relative permeability in most of soils (less salt) is approximately 1, the ground wave speed is controlled by the specific inductive capacity of soil mainly, can calculate the speed v of earthwave by the travel-time difference of air wave and earthwave, thereby obtain the specific inductive capacity of soil:
ϵ = ( c v ) 2 = ( c ( t GW - t AW ) + x x ) 2 - - - ( 1 )
In the formula (1), c is an electromagnetic wave speed (0.3mns-1) in a vacuum.T when earthwave is walked GW, t when air wave is walked AW, antenna distance x can read by REFLEXW4.0 software.
Adopt at first in this research altogether that mid-point method obtains the ground penetrating radar image, (t when obtaining the corresponding air wave of different antennae spacing (x) that clearly to isolate air wave and earthwave and walking AW) and earthwave (t when walking GW), return and obtain t AW~x and t GW~x relational expression.Again according to t AW~x and t GWT when~x relational expression calculates the screened shielded antanna optimal spacing AWAnd t GW, then, the anti-specific inductive capacity that draws soil that pushes away.The specific inductive capacity and the water cut of soil are closely related, and confirmation can utilize θ~ε relational expression accurately to calculate the soil volumetric(al) moisture content by measuring soil dielectric constant again.And following rule-of-thumb relation proposed:
θ=-5.3×10 -2+2.92×10 -2ε-5.5×10 -4ε 2+4.3×10 -6ε 3 (2)
By formula (1), (2), can get soil moisture content.
3, this method is measured the soil water-containing accuracy of measurement
For the checking ground penetrating radar to the predicting the outcome of soil moisture content, verify that in area, Yu Bei Fengqiu, the Yellow River and Huai He River sea plain this area's soil mostly is the moisture soil of growing on the sediment of the Yellow River.More than the examination sandy soil bed thickness 1.5m, clay content 4.59%, silt content 1.69%, sand grain content 93.72%, the face of land does not have vegetation and covers.More than the sandy loam bed thickness 1m, clay content 12.96%, silt content 10.17%, sand grain content 75.75%, 1-2cm place in the face of land has a small amount of vegetation to cover.Excavate the section of long 1.5m, dark 1.5m in the test at survey line one side 1m place, select on section apart from face of land 10cm, 40cm, 70cm, a 100cm and 130cm5 degree of depth, 5 points of picked at random are measured soil moisture content with TDR100 portable soil moisture teller on each degree of depth.
Mid-point method-constant spacing method is measured sandy soil moisture content altogether
Adopt at first altogether that mid-point method obtains the ground penetrating radar image, when obtaining the earthwave of the clear different antennae spacing correspondence of isolating air wave and earthwave of several energy and air wave and walking, as shown in Figure 3.The linear relationship of t returned and obtains t when earthwave and air wave were antenna distance x and walk in the mid-point method mensuration radar image altogether AW~x and t GW~x relational expression.
t AW=3.71*x+0.60,R 2=0.997 (3)
t GW=6.97*x+1.70,R 2=0.996 (4)
According to (3) formula, when antenna distance x=1m, t when air wave is walked AW=4.31ns.
After survey line 5-9m place arranges the zone of pouring water, adopt the constant spacing method to survey the whole piece survey line, antenna distance is set to 1m.The soil moisture content basically identical of initial (not pouring water) state of test, its ground penetrating radar image is a horizontal linear, the ground penetrating radar image is shown in Fig. 4 (left side).After pouring water, from survey line 5m, the zone of pouring water causes specific inductive capacity to increase because water cut increases, thus t when causing earthwave to be walked GWIncrease, the ground penetrating radar image is recessed gradually, and as Fig. 4 (right side), along with emitting antenna and receiving antenna all enter the zone of pouring water, two way travel time is stable gradually.Because t when air wave is walked AWBe not subjected to the influence that soil moisture content changes and remain unchanged, t when therefore walking according to fixing antenna distance x and air wave AW, and t when adopting REFLEXW software to read to pour water the corresponding earthwave in zone to walk GW, calculate soil moisture content by formula (1), (2).
Table 1 mid point-constant spacing method is altogether measured the soil after irrigation sandy soil moisture content
Figure BSA00000256878600051
Table 1 is for being total to the soil after irrigation sandy soil moisture content that mid-point method-constant spacing method is measured.As can be seen from Table 1, under the irrigation condition, it is not 6.5% when antenna distance 1m that common mid-point method-constant spacing method records sandy soil section average moisture content, and it is 6.3% that TDR records 0-50cm degree of depth place sandy soil section average moisture content.Therefore under irrigation condition not, the measured value of mid-point method-constant spacing method is compared with the TDR measured value altogether, and absolute error is respectively 0.2%.Under the irrigation condition, it is 20.2% when antenna distance 1m that common mid-point method-constant spacing method records sandy soil section average moisture content, and the sandy soil section average moisture content that TDR records 0-50cm degree of depth place is 19.7%.Therefore under irrigation condition, the measured value of mid-point method-constant spacing method is compared with the TDR measured value altogether, and absolute error is respectively 0.5%.
The result shows that under different water cut conditions, it is all comparatively accurate that mid-point method-the constant spacing method records the water cut result altogether, can be used for the water cut monitoring of sandy soil.
Can the clear t that isolates the different antennae spacing correspondence of air wave and earthwave in the common mid-point method image by obtaining AWAnd t GW, return and obtain t AW~x and t GW~x relational expression, the t when calculating screened shielded antanna spacing 1m again AWAnd t GW, taken into account the optimal antenna spacing of constant spacing method with common mid-point method method, compare with the constant spacing method measurement of directly being undertaken by common mid-point method optimal antenna spacing 3m, the result is more accurate.What deserves to be mentioned is, at present for the ground penetrating radar investigation depth accurately determine remain a difficult problem, also need to launch a large amount of basic research work.
4, the application of this method
1, this method is suitable for measuring sandy soil moisture content, and for other quality soil because radar wave decay is serious, the measurement result improvement of still needing;
2, be suitable for the soil of quality than homogeneous;
3, can be used for the soil moisture content monitoring of soil profile;
4, can be used to study the spatial variability situation of soil moisture content.
Embodiment 2:
Method based on the mensuration sandy soil moisture content of low-frequency ground penetrating radar ground method, determination step is: gather Coherent Noise in GPR Record by being total to mid-point method, when walking with definite air wave and earthwave: emitting antenna and receiving antenna are pressed fixed step size and are moved symmetrically round about along survey line, keep a common midpoint, relation when its radar record is walking of antenna distance and radar wave is obtained t when can the clear air wave of isolating the different antennae spacing x correspondence of air wave and earthwave walking AWT when walking with earthwave GW, return and obtain t AW~x and t GW~x relational expression; Gather the radar wave information of soil profile with the constant spacing method: keep the spacing of ground penetrating radar emitting antenna and receiving antenna constant, the assay method that obtains radar image that moves simultaneously along line direction by fixed step size, relation when walking that its radar image is recorded as survey line and radar wave is according to t AW~x and t GWT when~x relational expression calculates constant spacing optimal antenna spacing AWAnd t GWThe calculating of soil dielectric constant: the specific inductive capacity that parameter substitution formula is got soil
Figure BSA00000256878600061
Wherein wave speed v, t when earthwave is walked GW, t when air wave is walked AW, antenna distance x, c be electromagnetic wave speed 0.3mns in a vacuum -1The calculating of soil moisture content: with soil dielectric constant ε substitution θ=-5.3 * 10 that calculate -2+ 2.92 * 10 -2ε-5.5 * 10 -4ε 2+ 4.3 * 10 -6ε 3, get soil moisture content.Wherein, concrete steps when above-mentioned altogether mid-point method determines that air wave and earthwave are walked are: the long 15m to 20m of selection of survey line, and the reference position that transmits and receives antenna is at each 10cm place, survey line mid point north and south, initial spacing 20cm, gather step-length 20cm, promptly two antennas are each respectively along the outside mobile 10cm of survey line.

Claims (2)

1. based on the method for the mensuration sandy soil moisture content of low-frequency ground penetrating radar ground method, it is characterized in that determination step is:
A. gather Coherent Noise in GPR Record by being total to mid-point method, when walking with definite air wave and earthwave: emitting antenna and receiving antenna are pressed fixed step size and are moved symmetrically round about along survey line, keep a common midpoint, relation when its radar record is walking of antenna distance and radar wave is obtained t when can the clear air wave of isolating the different antennae spacing x correspondence of air wave and earthwave walking AWT when walking with earthwave GW, return and obtain t AW~x and t GW~x relational expression;
B. gather the radar wave information of soil profile with the constant spacing method: keep the spacing of ground penetrating radar emitting antenna and receiving antenna constant, the assay method that obtains radar image that moves simultaneously along line direction by fixed step size, relation when walking that its radar image is recorded as survey line and radar wave is according to t AW~x and t GWT when~x relational expression calculates constant spacing optimal antenna spacing AWAnd t GW
C. the calculating of soil dielectric constant: the specific inductive capacity that parameter substitution formula is got soil
Figure FSA00000256878500011
Wherein wave speed v, t when earthwave is walked GW, t when air wave is walked AW,
Antenna distance x, c are electromagnetic wave speed 0.3mns in a vacuum -1
D. the calculating of soil moisture content: with the soil dielectric constant ε substitution that calculates
θ=-5.3 * 10 -2+ 2.92 * 10 -2ε-5.5 * 10 -4ε 2+ 4.3 * 10 -6ε 3, get soil moisture content.
2. the method for the mensuration sandy soil moisture content based on low-frequency ground penetrating radar ground method according to claim 1, it is characterized in that the concrete steps when common mid-point method determines that air wave and earthwave are walked are: the long 15m to 20m of selection of survey line, the reference position that transmits and receives antenna is at each 10cm place, survey line mid point north and south, initial spacing 20cm, gather step-length 20cm, make two antennas each respectively along the outside mobile 10cm of survey line.
CN2010102724673A 2010-09-03 2010-09-03 Method for determining sandy soil moisture content based on low-frequency ground wave radar method Expired - Fee Related CN101915771B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010102724673A CN101915771B (en) 2010-09-03 2010-09-03 Method for determining sandy soil moisture content based on low-frequency ground wave radar method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010102724673A CN101915771B (en) 2010-09-03 2010-09-03 Method for determining sandy soil moisture content based on low-frequency ground wave radar method

Publications (2)

Publication Number Publication Date
CN101915771A true CN101915771A (en) 2010-12-15
CN101915771B CN101915771B (en) 2012-09-12

Family

ID=43323332

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010102724673A Expired - Fee Related CN101915771B (en) 2010-09-03 2010-09-03 Method for determining sandy soil moisture content based on low-frequency ground wave radar method

Country Status (1)

Country Link
CN (1) CN101915771B (en)

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102590874A (en) * 2012-01-16 2012-07-18 中国矿业大学(北京) Method for detecting ground surface crack of upland coal-mining subsidence paddy field
CN103149220A (en) * 2013-01-30 2013-06-12 中国科学院对地观测与数字地球科学中心 Soil moisture inversion method of mono-frequency microwave radiometer
CN103741658A (en) * 2014-01-08 2014-04-23 江苏省水利科学研究院 Method for realizing joint survey of sand blowing and filling amount by adopting ground penetrating radar and static penetrometer
WO2014131515A3 (en) * 2013-02-28 2014-10-23 Daniel Seyfried Method and apparatus for determining the topography of a plant
CN104502384A (en) * 2014-12-31 2015-04-08 河南农业大学 Method and device for detecting bubbled ground based on radar
CN104535591A (en) * 2015-01-19 2015-04-22 石河子大学 Method and device for monitoring soil moisture content of farmland soil in real time based on wireless electromagnetic waves
CN104777282A (en) * 2014-01-15 2015-07-15 中国矿业大学 Multifunctional testing device for determining water content of disturbed soil with ground penetrating radar
TWI502183B (en) * 2013-05-24 2015-10-01 Univ Chung Hua Material interface detection method
CN105220694A (en) * 2015-10-26 2016-01-06 河海大学 A kind of engineering jackstone amount evaluation method
CN106353752A (en) * 2016-08-28 2017-01-25 电子科技大学 Method for measuring soil water content based on ultra wide band and non-singleton fuzzy logic
CN106772641A (en) * 2016-12-30 2017-05-31 北京师范大学 The method of estimation average soil moisture and interlayer soil moisture content
CN106908489A (en) * 2017-02-24 2017-06-30 河海大学 A kind of non-destructive determination method of grinding coagulation soil moisture content
CN106990143A (en) * 2017-02-16 2017-07-28 北京市道路工程质量监督站 A kind of measuring method and system of asphalt dielectric constant
CN107014835A (en) * 2017-05-05 2017-08-04 曲阜师范大学 Beach salty soil top layer moisture determination method based on GPR back wave
CN107632138A (en) * 2017-09-14 2018-01-26 中国神华能源股份有限公司 Calculate method, apparatus, medium and the system of sandy loam stratum porous media
CN107831177A (en) * 2017-09-08 2018-03-23 山东农业大学 A kind of method of water content and degree of salinity in measure coast saline soil
CN109031266A (en) * 2018-08-13 2018-12-18 山东农业大学 A kind of evaluation method of Soil N-application volume
CN111398687A (en) * 2020-03-06 2020-07-10 浙江省交通运输科学研究院 Test method for estimating dielectric constant of asphalt pavement
CN111880176A (en) * 2020-07-24 2020-11-03 安徽理工大学 Method for measuring soil water content of coal gangue filling reclamation land
CN112730536A (en) * 2020-12-18 2021-04-30 安徽理工大学 Method for detecting water content of coal gangue filling reclamation land soil

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5384715A (en) * 1993-08-27 1995-01-24 The Texas A&M Univeristy System System identification and analysis of subsurface radar signals

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5384715A (en) * 1993-08-27 1995-01-24 The Texas A&M Univeristy System System identification and analysis of subsurface radar signals

Non-Patent Citations (5)

* Cited by examiner, † Cited by third party
Title
《Vadose Zone Journal》 20031231 J.A.Huisman et.al. Measuring Soil Water Content with Ground Penetrating Radar : A Review 476-491 1-2 第2卷, 2 *
《中国生态农业学报》 20090930 朱安宁等 基于探地雷达的土壤水分测定方法研究进展 1039-1044 1-2 第17卷, 第5期 2 *
《土壤》 20110215 吉丽青 低频探地雷达地波法测定土壤含水量的可行性研究 123~129 1-2 第43卷, 第1期 2 *
《地球物理学进展》 20071031 何亮等 探地雷达测定土壤含水量的研究进展 1673-1679 1-2 第22卷, 第5期 2 *
《工程地球物理学报》 20100830 冉弥等 探地雷达测量土壤含水量综述 480-486 1-2 第7卷, 第4期 2 *

Cited By (29)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102590874B (en) * 2012-01-16 2014-05-14 中国矿业大学(北京) Method for detecting ground surface crack of upland coal-mining subsidence paddy field
CN102590874A (en) * 2012-01-16 2012-07-18 中国矿业大学(北京) Method for detecting ground surface crack of upland coal-mining subsidence paddy field
CN103149220B (en) * 2013-01-30 2016-03-16 中国科学院对地观测与数字地球科学中心 A kind of inversion method of unifrequency microwave radiometer soil moisture
CN103149220A (en) * 2013-01-30 2013-06-12 中国科学院对地观测与数字地球科学中心 Soil moisture inversion method of mono-frequency microwave radiometer
WO2014131515A3 (en) * 2013-02-28 2014-10-23 Daniel Seyfried Method and apparatus for determining the topography of a plant
TWI502183B (en) * 2013-05-24 2015-10-01 Univ Chung Hua Material interface detection method
CN103741658A (en) * 2014-01-08 2014-04-23 江苏省水利科学研究院 Method for realizing joint survey of sand blowing and filling amount by adopting ground penetrating radar and static penetrometer
CN103741658B (en) * 2014-01-08 2016-02-24 江苏省水利科学研究院 Adopt the method for ground penetrating radar and static penetrometer remote sensing hydraulic fill sand amount
CN104777282B (en) * 2014-01-15 2017-04-12 中国矿业大学 Multifunctional testing device for determining water content of disturbed soil with ground penetrating radar
CN104777282A (en) * 2014-01-15 2015-07-15 中国矿业大学 Multifunctional testing device for determining water content of disturbed soil with ground penetrating radar
CN104502384A (en) * 2014-12-31 2015-04-08 河南农业大学 Method and device for detecting bubbled ground based on radar
CN104535591A (en) * 2015-01-19 2015-04-22 石河子大学 Method and device for monitoring soil moisture content of farmland soil in real time based on wireless electromagnetic waves
CN105220694A (en) * 2015-10-26 2016-01-06 河海大学 A kind of engineering jackstone amount evaluation method
CN105220694B (en) * 2015-10-26 2017-08-01 河海大学 A kind of engineering jackstone amount evaluation method
CN106353752B (en) * 2016-08-28 2018-08-14 电子科技大学 A kind of soil water meauring method based on ultra wide band Yu non-single-point fuzzy logic
CN106353752A (en) * 2016-08-28 2017-01-25 电子科技大学 Method for measuring soil water content based on ultra wide band and non-singleton fuzzy logic
CN109343022A (en) * 2016-12-30 2019-02-15 北京师范大学 Estimate the method for interlayer soil moisture content
CN106772641A (en) * 2016-12-30 2017-05-31 北京师范大学 The method of estimation average soil moisture and interlayer soil moisture content
CN106772641B (en) * 2016-12-30 2019-01-25 北京师范大学 Estimate the method for average soil moisture
CN106990143A (en) * 2017-02-16 2017-07-28 北京市道路工程质量监督站 A kind of measuring method and system of asphalt dielectric constant
CN106990143B (en) * 2017-02-16 2019-12-06 北京市道路工程质量监督站 Method and system for measuring dielectric constant of asphalt mixture
CN106908489A (en) * 2017-02-24 2017-06-30 河海大学 A kind of non-destructive determination method of grinding coagulation soil moisture content
CN107014835A (en) * 2017-05-05 2017-08-04 曲阜师范大学 Beach salty soil top layer moisture determination method based on GPR back wave
CN107831177A (en) * 2017-09-08 2018-03-23 山东农业大学 A kind of method of water content and degree of salinity in measure coast saline soil
CN107632138A (en) * 2017-09-14 2018-01-26 中国神华能源股份有限公司 Calculate method, apparatus, medium and the system of sandy loam stratum porous media
CN109031266A (en) * 2018-08-13 2018-12-18 山东农业大学 A kind of evaluation method of Soil N-application volume
CN111398687A (en) * 2020-03-06 2020-07-10 浙江省交通运输科学研究院 Test method for estimating dielectric constant of asphalt pavement
CN111880176A (en) * 2020-07-24 2020-11-03 安徽理工大学 Method for measuring soil water content of coal gangue filling reclamation land
CN112730536A (en) * 2020-12-18 2021-04-30 安徽理工大学 Method for detecting water content of coal gangue filling reclamation land soil

Also Published As

Publication number Publication date
CN101915771B (en) 2012-09-12

Similar Documents

Publication Publication Date Title
CN101915771B (en) Method for determining sandy soil moisture content based on low-frequency ground wave radar method
Cui et al. Modeling tree root diameter and biomass by ground-penetrating radar
CN109343022B (en) Method for estimating interlayer soil water content
CN110531422B (en) Tensor artificial source electromagnetic signal data acquisition processing method and device
CN103344653B (en) Real-time soil humidity measuring system and method based on double GPS receivers
Pérez-Gracia et al. Horizontal resolution in a non-destructive shallow GPR survey: An experimental evaluation
Novakova et al. Evaluation of ground penetrating radar and vertical electrical sounding methods to determine soil horizons and bedrock at the locality Dehtáře.
Vickers et al. Archeological investigations at Chaco Canyon using a subsurface radar
CN113419294A (en) Comprehensive detection method for multi-dimensional karst special geology
Simms et al. In situ root volume estimation using ground penetrating radar
CN113703058A (en) Method for detecting underground obstacle by utilizing apparent conductivity and relative dielectric constant
Liu et al. Dynamic groundwater level estimation by the velocity spectrum analysis of GPR
CN113050085A (en) Advanced geological prediction method
Simeoni et al. A procedure for mapping the depth to the texture contrast horizon of duplex soils in south-western Australia using ground penetrating radar, GPS and kriging
CN115508907A (en) Vehicle-mounted embankment dangerous case hidden danger detection system and early warning method
Mogren Integrated use of electrical resistivity tomography and ground penetration radar for identifying subsurface sinkholes in Rufa Graben, Central Riyadh
Zhou et al. Archaeological investigation in Sendai Castle using ground‐penetrating radar
Sun et al. Application of ground penetrating radar with GPS in underwater topographic survey
Capizzi et al. GPR multi‐component data analysis
Cassiani et al. Time-lapse surface-to-surface GPR measurements to monitor a controlled infiltration experiment
Allred et al. Golf course applications of near-surface geophysical methods: A case study
Simms et al. Geophysical Feasibility Study to Identify Signs of Chimney Drain/drainage Blanket Clogging in Canyon Dam, Canyon Lake, Comal County, Texas
CN117491989A (en) Method for acquiring soda saline soil layering information based on multi-frequency ground penetrating radar
Pallavi et al. Estimating depth of influence of GPR ground wave in lysimeter experiment
Anghel et al. GROUND PENETRATING RADAR SURVEY OF A ROMAN SITE IN SOUTHERN DOBRUJA

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120912

Termination date: 20140903

EXPY Termination of patent right or utility model