CN113418957B - Soil body heat conductivity coefficient testing method and system - Google Patents
Soil body heat conductivity coefficient testing method and system Download PDFInfo
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Abstract
The invention discloses a method and a system for testing the heat conductivity coefficient of a soil body, wherein the testing method comprises the following steps: embedding a composite optical cable in a soil body to be detected, wherein the composite optical cable comprises an optical fiber and a thermal resistance material layer wrapping the optical fiber; heating the soil body to be detected through the thermal resistance material layer by using a heating control module, and continuously collecting heating temperature data of the stratum by using an optical signal processing control module; processing the heating temperature data by using an optical signal processing control module, calculating and outputting heat conductivity coefficients of different depths of a soil body to be detected according to a heat conductivity coefficient calculation formula, and drawing a curve graph of the heat conductivity coefficients and the depths; the test system has the advantages of small volume, convenience in carrying, long test distance, high test efficiency and small test result error, monitors the temperature change of the rock and soil body in a deeper range, and obtains a refined formation heat conductivity coefficient in a shorter test time.
Description
RELATED APPLICATIONS
The invention relates to a divisional application with the name of 'a distributed soil heat conductivity coefficient test system and a test method thereof', which is applied for the number 2020105521706 and the date of application is 17.6.2020.
Technical Field
The invention relates to the technical field of geological detection, in particular to a method and a system for testing the heat conductivity coefficient of a soil body.
Background
The thermal conductivity coefficient of the rock-soil mass is a key parameter for reflecting the thermal conductivity of the rock-soil mass. The obtained heat conductivity coefficient can serve shallow geothermal energy evaluation, underground engineering, freezing construction or freeze-thaw area foundation design and the like on one hand, and can indirectly calculate parameters such as soil body water content, underground water seepage, pollutant transfer and the like through the heat conductivity coefficient on the other hand.
The method for acquiring the thermal conductivity coefficient comprises an indoor test and a field test. The indoor test includes a flat plate method and a hot wire method, and the field test is a transient hot wire method. In the transient hot wire method, a metal wire (hot wire) is inserted into the rock-soil mass during the test, and the hot wire is electrically heated at a constant power, so that the temperature of the hot wire is increased and the heat is transferred to the surrounding rock-soil mass. The speed of the temperature rise speed of the hot wire is related to the heat conduction capability of the surrounding rock and soil mass, and the heat conduction coefficient of the rock and soil mass can be obtained by measuring the corresponding relation between the temperature rise of the hot wire and the time.
For the hot wire method and the related derivative method, the test means is a thermal response test, namely the thermal conductivity of the surrounding rock-soil mass is calculated through the temperature change of a line heat source. According to the calculation formula of the thermal conductivity coefficient calculated by the hot wire method, the following two assumed conditions need to be satisfied: the radius of the line heat source is small enough; the temperature obtained by the test is the temperature of the line heat source. Therefore, the performances of the linear heat source and the temperature sensor are very important for calculating the thermal conductivity of the rock-soil mass.
In the field of research of geothermal energy, the most mature thermal response Test method is a field Thermal Response Test (TRT), and the principle is that water is used as a heat transfer medium to circulate in an energy conversion pipe, the water temperature at the inlet and the outlet of the energy conversion pipe is continuously recorded under a certain heat release or heat extraction, and the heat conductivity coefficient of rock and soil mass is deduced according to the rule that the temperature changes along with time. However, TRT can only obtain the total thermophysical parameters of the formation at the borehole, and cannot obtain the independent thermal conductivity of multiple formations. Therefore, the TRT cannot determine the heat conductivity of each soil layer, and further cannot analyze the heat exchange capacity of each soil layer under the condition that the factors such as the water content, the seepage flow and the temperature field change continuously, and cannot quantitatively analyze the influence of different factors on the heat exchange capacity of the soil body. In addition, the TRT has the problems of large volume, inconvenient carrying, high testing requirement, complex steps, long time consumption and the like.
In order to solve the problems, some testing methods attach a temperature sensor (such as a traditional thermometer or a temperature measuring optical cable) on a transduction tube on the basis of a TRT method, and further obtain thermophysical parameters of formations with different depths. The method of combining Distributed optical fiber temperature measurement and TRT is called Distributed Thermal Response Test (DTRT). The DTRT arranges temperature sensors (such as point sensors or distributed sensors) at different depths of the existing energy conversion tube so as to obtain temperature change data at different depths, and further calculate the thermal conductivity coefficients of rock and soil masses at different depths. Although the method overcomes the main defect that the TRT can only reflect the average level of the heat conducting property of the whole drill hole, the test principle and the test equipment are not changed, and the problems of large volume, inconvenience in carrying, high test requirement, complex steps, long time consumption and the like of the test equipment still exist.
In addition, the heat sources of the TRT and the DTRT are both water as carriers, the specific heat capacity is large, and the circulating mode causes the problem of uneven heating power of the whole energy conversion tube. In order to solve the problems, some non-aqueous heat source testing methods have been developed, such as combining a cable as a heat source and a temperature measuring optical cable, respectively placing the cable and the temperature measuring optical cable in a transducing tube, binding the cable and the temperature measuring optical cable after simple combination, directly burying the cable and the temperature measuring optical cable in the stratum, and the like. There is still no uniform and efficient way to obtain thermal conductivity.
In addition, a thermal response test method based on an internal heating optical cable appears, and some scholars refer to an Active Heated Fiber Optical (AHFO) method, which is mainly applied to the fields of water field test, underground water seepage test and pipeline leakage detection. The purpose of the test of the water field is to obtain the water content of the unsaturated soil body, the applied scene is usually shallow earth surface (generally less than 10m), the purpose of the groundwater seepage test is to obtain the groundwater seepage velocity within a certain depth range, and the relationship between the temperature rise data and the seepage velocity is established through a convection dispersion equation. Leakage monitoring of pipelines generally determines the leakage section through an abnormal section of temperature rise data. Although this method has been used for some applications, it has not been proposed explicitly in terms of obtaining distributed thermal conductivity. Obviously, the thermal response test method applied to obtain other parameters is difficult to meet the assumed conditions of the hot-wire method, so that the calculation requirement of the thermal conductivity coefficient is difficult to meet. Therefore, a thermal conductivity testing method solving the above problems is needed, which can obtain a refined thermal conductivity of a deep formation in a short time, and is small in size and portable.
Disclosure of Invention
The invention aims to provide a method and a system for testing the heat conductivity coefficient of a soil body aiming at the defects in the prior art.
The invention provides a method for testing the heat conductivity coefficient of a soil body, which comprises the following steps:
s1, embedding a composite optical cable in a soil body to be tested, wherein the composite optical cable comprises an optical fiber and a thermal resistance material layer, the thermal resistance material layer is used for heating the soil body to be tested and wraps the optical fiber, and the optical fiber is used for testing the temperature of the soil body to be tested;
step S2, heating the soil body to be tested through the thermal resistance material layer by using a heating control module, wherein the heating power per unit length of the thermal resistance material layer is q, and the heating time is t;
the method comprises the following steps of collecting the temperature T of the soil body to be detected at the depth h by using an optical signal processing control module, wherein the temperature T is collected by the steps of:
recording the real-time temperature T of the soil body to be measurediCalculating k values of the heating time t of the soil body to be detected at different monitoring depths, wherein,
the k value and the heating time t are carried outLinear regression, calculating R2Wherein, in the step (A),
if R is2Not less than 0.95, beginning to store the real-time temperature TiRepeating the step of collecting the temperature T for the temperature T of the soil body to be detected, and executing the step S3;
if R is2If the temperature T is less than 0.95, stopping storing the temperature T, and repeating the step of collecting the temperature T;
step S3, the optical signal processing control module processes the optical signal according to the formula
Calculating the heat conductivity coefficient lambda of the soil body to be measured with the depth h:
the depth of the soil body to be detected comprises a plurality of depths, and the optical signal processing control module simultaneously obtains the heat conductivity coefficient of the soil body to be detected at the corresponding position of the depths of the soil body to be detected;
and step S4, drawing a graph of the thermal conductivity and the depth.
In some embodiments, in step S2, the step of acquiring the temperature T further includes:
step S21, the heating module comprises a voltage transformation unit and a voltage stabilization unit, and the heating control module is used for presetting power P0Heating the soil body to be detected through the thermal resistance material layer, wherein the resistance of the thermal resistance material layer is R, and recording a voltage value V in real time;
step S22, calculating real-time power P according to the voltage value V and the resistor R, and comparing the real-time power P with the preset power P0If P > (1. + -. 0.05) P0And ending; if P is less than or equal to (1 +/-0.05) P0And executing the step of acquiring the temperature T.
In some embodiments, before the step S21, the method further includes:
step S20, collecting the soil to be measured by the optical signal processing control moduleInitial temperature of body, collection interval of 0.5min, and collection time t1More than or equal to 30 min; judging the standard deviation sigma of the initial temperature, if the standard deviation sigma is less than or equal to 0.5 ℃, storing the initial temperature, and executing the step S21;
if the standard deviation σ > 0.5 ℃, the step S20 is repeated.
In some embodiments, after step S4, the method further includes:
step S5, stopping the heating control module, and acquiring the cooling temperature and the cooling acquisition time t of the soil body to be measured in the cooling process by the optical signal processing control module2Judging the standard deviation sigma of the cooling temperature for 30min,
repeating said step S5 if the standard deviation σ > 0.3 ℃; and if the standard deviation sigma is less than or equal to 0.3 ℃, ending.
In some embodiments, the plurality of depths are spaced 0.4m apart; in the step of acquiring the temperature T, the intervals of the different monitoring depths are 4-6 m.
In some embodiments, the composite optical cable is vertically embedded in the soil body to be tested, and the composite optical cable is arranged in a U shape and comprises a sinking section and a turning-back section arranged opposite to the sinking section.
Another object of the present invention is to provide a thermal conductivity testing system for testing the thermal conductivity of a soil to be tested by using the thermal conductivity testing method for a soil as described above, the thermal conductivity testing system comprising:
the composite optical cable is an internal heating optical cable and comprises an optical fiber, a thermal resistance material layer and an optical cable protective layer, wherein the thermal resistance material layer and the optical cable protective layer are concentrically arranged, the optical fiber is positioned in the center of the composite optical cable, and the thermal resistance material layer is positioned between the optical fiber and the optical cable protective layer;
the heating control module is electrically connected with the thermal resistance material layer to form a heating circuit, and is used for heating the soil body to be tested by heating the thermal resistance material layer;
and the optical signal processing control module is connected with the optical fiber to form a light path and is used for acquiring the temperature of the soil body to be detected and calculating the heat conductivity coefficient of the soil body to be detected through the optical fiber.
In some embodiments, the material of the thermal resistance material layer is copper, stainless steel or carbon fiber.
In some embodiments, the heating control module includes a control unit, a power supply unit, a voltage transforming unit and a voltage stabilizing unit, the control unit is used for controlling connection, disconnection and voltage of the heating circuit, and the power supply unit is a direct current power supply or an alternating current power supply.
In some embodiments, the optical signal processing control module includes a storage module, a temperature acquisition module, a signal processing module and a display module, the temperature acquisition module is used for acquiring the temperature of the soil body to be measured through the optical fiber, the signal processing module is used for calculating the thermal conductivity of the soil body to be measured, the storage module is used for storing data, and the display module is used for displaying the result to a user.
Due to the application of the technical scheme, compared with the prior art, the invention has the following advantages:
(1) the test system does not need energy conversion equipment based on water circulation, and is small in size and convenient to carry;
(2) the composite optical cable of the test system is small in diameter and small in required drilling diameter, so that the contact relation between the composite optical cable and a soil body is good, and the temperature obtained by testing the optical fiber coated by the thermal resistance material layer as a temperature measuring sensor can be kept consistent with the temperature of the thermal resistance material layer in height. Therefore, compared with the energy conversion tubes adopted in TRT and DTRT, the composite optical cable more meets the assumption of a hot wire method, and can improve the testing efficiency in theory;
(3) the system has long testing distance, can monitor the temperature change of the rock soil body in a deeper range, and meets the investigation and evaluation of shallow layer geothermal energy;
(4) the test system has high test efficiency and small test result error, and can efficiently obtain refined soil heat conductivity coefficient in shorter test time;
(5) the functions are diversified, so that the field thermal response test can be carried out, and the long-term ground temperature monitoring can be carried out;
(6) the test system has stronger robustness, and can obtain consistent heat conductivity coefficient results in the tests of different unit length heating powers q.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings needed to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic diagram of a system for testing the thermal conductivity of a soil mass according to the present invention in a vertical test;
FIG. 2 is a schematic diagram of a model using finite element software for geometric modeling;
FIG. 3 is a T-T plot at a height of 0.75m in FIG. 2;
FIG. 4 is a T-lnt plot at a height of 0.75m of FIG. 2 and a fitted plot;
FIG. 5 is a schematic view of a test apparatus of examples and comparative examples;
FIG. 6 is a data diagram of test results for an example;
FIG. 7 is a graph of data comparing the results of the tests of examples and comparative examples.
Wherein: 1. a composite optical cable; 11. sinking to a section; 12. a turning section; 2. an optical signal processing control module; 3. a heating control module; 301. a control unit; 302. a power supply unit; 303. a voltage transformation unit; 304. a voltage stabilization unit; 4. drilling; 5. a transduction tube; 6. and (5) soil body to be detected.
Detailed Description
Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings so that the advantages and features of the invention may be more readily understood by those skilled in the art.
The technical solution of the present invention is further explained with reference to the drawings and the specific embodiments.
As shown in fig. 1, a thermal conductivity testing system for a soil body comprises a composite optical cable 1, an optical signal control processing module 2 and a heating control module 3, wherein the composite optical cable 1 is an internal heating optical cable, the composite optical cable comprises an optical fiber, a thermal resistance material layer and an optical cable protective layer, the thermal resistance material layer and the optical cable protective layer are concentrically arranged, the optical fiber is located at the center of the composite optical cable, and the thermal resistance material layer is located between the optical fiber and the optical cable protective layer. A metal armor tube can be arranged in the optical cable 1 to serve as a metal protective layer, the thermal resistance material layer can be made of copper, stainless steel or carbon fiber, and the optical cable protective layer is an optical cable sheath. The composite optical cable 1 integrates a line heat source and a temperature measuring sensor which are coaxially arranged, the thermal resistance material layer is a heat source, the optical fiber coated by the thermal resistance material layer is a temperature measuring sensor, and the overall size of the composite optical cable 1 is consistent with that of a common optical cable.
And the optical signal control module 2 is used for collecting the temperature of the soil body to be detected through the optical fiber and calculating the heat conductivity coefficient of the soil body to be detected and is connected with the composite optical cable 1 to form an optical path. The optical signal processing control module comprises a storage module, a temperature acquisition module, a signal processing module and a display module, wherein the temperature acquisition module is used for acquiring the temperature of the soil body to be detected 6 through the optical fiber, the signal processing module is used for calculating the heat conductivity coefficient of the soil body to be detected 6, the storage module is used for storing data, and the display module is used for displaying results to a user. Further, the optical signal control processing module 2 is an optical signal demodulation device and a preprocessing program module, and is developed based on a distributed optical fiber monitoring system.
And the heating control module 3 is electrically connected with the thermal resistance material layer to form a heating circuit, and is used for heating the soil body to be tested by heating the thermal resistance material layer. The heating control module 3 comprises a control unit 301, a power supply unit 302, a voltage transformation unit 303 and a voltage stabilization unit 304, wherein the control unit is used for controlling connection, disconnection and voltage of the heating circuit. The power supply unit 302 may be either an alternating current power supply or a direct current power supply. The transforming unit 303 is a portable transformer, and the voltage stabilizing unit 304 is a voltage stabilizer.
As shown in fig. 1, the invention also provides a method for testing the thermal conductivity of a soil body, which comprises the following steps:
step S1, embedding a composite optical cable in a soil body 6 to be tested, wherein the composite optical cable 1 comprises an optical fiber and a thermal resistance material layer, the thermal resistance material layer is used for heating the soil body 6 to be tested and coating the optical fiber, the soil body 6 to be tested can be a complex soil body formed by a plurality of layers of different components, and the optical fiber is used for testing the temperature of the soil body to be tested; the method for burying the composite optical cable 1 includes but is not limited to drilling, the burying mode is not limited to vertical burying, and the burying can be carried out according to specific requirements;
step S2, heating the soil body 6 to be tested through the thermal resistance material layer by using a heating control module 3, wherein the unit length heating power of the thermal resistance material layer is q, and the heating time is t;
acquiring the temperature T of the soil body to be detected at the depth h by using an optical signal processing control module; further, in step S2, the minimum collection interval for collecting the temperature data by the optical signal processing control module 2 is 5S;
step S3, the optical signal processing control module processes the optical signal according to the formula
Calculating the heat conductivity coefficient lambda of the soil body to be measured with the depth h:
the depth of the soil body to be detected comprises a plurality of depths, and the optical signal processing control module simultaneously obtains the heat conductivity coefficient of the soil body to be detected at the corresponding position of the depths of the soil body to be detected; further, the interval of the adjacent depths is 0.4 m;
and step S4, drawing a graph of the thermal conductivity and the depth.
Further, in the step S2, the method includes:
step S21, utilizing the heating control module to preset power P0The soil body to be detected is heated through the thermal resistance material layer, the resistance of the thermal resistance material layer is R, and real-time recording is carried outA voltage value V;
step S22, calculating real-time power P according to the voltage value V and the resistor R, and comparing the real-time power P with the preset power P0If P > (1. + -. 0.05) P0And ending; if P is less than or equal to (1 +/-0.05) P0Step S23 is executed;
step S23, recording the real-time temperature Ti of the soil body to be detected, calculating the k value of the heating time t of the soil body to be detected at different monitoring depths, wherein,
performing linear regression on the k value and the heating time t, and calculating R2Wherein, in the step (A),
beginning to store the real-time temperature TiRepeating the step S23 for the temperature T of the soil body to be detected, and executing the step S3;
if R is2< 0.95, the storing of the temperature T is stopped and step S23 is repeated.
Further, before the step S21, the method further includes:
s20, collecting the initial temperature of the soil body to be detected by using the optical signal processing control module, wherein the collection interval is 0.5min, and the collection time t1More than or equal to 30 min; judging the standard deviation sigma of the initial temperature, if the standard deviation sigma is less than or equal to 0.5 ℃, storing the initial temperature, and executing the step S21;
if the standard deviation σ > 0.5 ℃, the step S20 is repeated.
Further, after step S4, the method further includes:
step S5, stopping the heating control module, and acquiring the cooling temperature and the cooling acquisition time t of the soil body to be measured in the cooling process by the optical signal processing control module2Judging the standard deviation sigma of the cooling temperature for 30min,
repeating said step S5 if the standard deviation σ > 0.3 ℃; and if the standard deviation sigma is less than or equal to 0.3 ℃, ending.
In step S23a, the different depth intervals of the soil body are 4-6 m. Specifically, the optical signal processing control module 3 collects temperature data of a plurality of positions of the composite optical cable 1, each position corresponds to different depths of a soil body, and the interval between every two adjacent positions is 4-6 m. Taking the interval of 4m as an example, the optical signal processing control module 3 collects temperature data of the composite optical cable 1 at 4m, 8m, 12m, … …, and 4n m at different times.
Example 1
The following describes an embodiment of the present invention and a test effect thereof, with reference to fig. 1.
Step S1, embedding the composite optical cable 1 in a soil body 6 to be tested;
the composite optical cable 1 is respectively connected with the optical signal processing control module 2 and the heating control module 3 to form an optical path and a heating circuit, and the connectivity of the optical path and the heating circuit is respectively tested.
S20, collecting the initial temperature of the soil body to be detected by using the optical signal processing control module, wherein the collection interval is 0.5min, and the collection time t1More than or equal to 30 min; judging the standard deviation sigma of the initial temperature, and if the standard deviation sigma is larger than 0.5 ℃, repeating the step S20; if the standard deviation sigma is less than or equal to 0.5 ℃, storing the initial temperature and executing the step S21.
Step S21, utilizing the heating control module to preset power P0Heating the soil body to be measured through the thermal resistance material layer (26W/m), specifically, starting a voltage transformation unit 303 and a voltage stabilization unit 304 of a heating control module 3, automatically selecting a corresponding voltage communication circuit, heating the composite optical cable 1, wherein the resistance of the thermal resistance material layer is R, and recording a voltage value V in real time;
step S22, calculating real-time power P according to the voltage value V and the resistor R, and comparing the real-time power P with the preset power P0If P > (1. + -. 0.05) P0And ending; if P is less than or equal to (1 +/-0.05) P0Step S23 is executed;
step S23, testing every 0.4m and recording the real-time temperature T of the soil body to be testediAnd calculating the soil to be measured every 5mK of the heating time t of the bodyiThe values of, among others,
for the kiPerforming linear regression on the value and the heating time t, and calculating R2Wherein, in the step (A),
if R is2Not less than 0.95, and starting and continuously storing the real-time temperature TiRepeating the step S23 for the temperature T of the soil body to be detected, and executing the step S3;
if R is2< 0.95, the storing of the temperature T is stopped and step S23 is repeated.
Step S3, the optical signal processing control module processes the optical signal according to the formula
Calculating and obtaining the heat conductivity coefficient lambda of the soil body to be measured at each depth h: specifically, adjacent depth intervals are 0.4m, a delta T-lnt curve is drawn according to temperature data, and then a heat conductivity coefficient calculation formula is adopted
Calculating and outputting heat conductivity coefficients of different depths of the soil body;
and S4, drawing a curve graph of the heat conductivity coefficient and the soil depth.
Step S5, stopping the heating control module, collecting the cooling temperature of the soil body to be measured in the cooling process by the optical signal processing control module, judging the standard deviation sigma of the cooling temperature when the cooling collection time t2 is 30min,
repeating said step S5 if the standard deviation σ > 0.3 ℃; and if the standard deviation sigma is less than or equal to 0.3 ℃, ending.
Specifically, in step S1, a cylindrical model with a height of 1.5m is built by using finite element COMSOL Multiphysics, wherein the composite optical cable 1 is located at the center of the cylindrical model, and the rest is assumed soil, which is shown in fig. 2;
taking the height at 0.75m as an example for explanation, the T-T curve is shown in FIG. 3, and the T-lnt curve is the scatter point of FIG. 4;
according to the formula
Plotting a Δ T-lnt theoretical curve, which is the straight line of FIG. 4;
comparing the scatter plot of fig. 4 with the straight line of fig. 4, it can be seen that the theoretical curve is highly consistent with the temperature data, and after the heating time is 60min, the theoretical curve is basically coincident with the temperature data, i.e. the requirement of the step S23 is met, the heating time of 60min is illustrated to be carried out the step S3, and the heat conductivity coefficient is calculated;
then the slope of the fitting curve is substituted into the heat conductivity coefficient calculation formula
The heat conductivity coefficient of the soil body at the position can be obtained;
by analogy, the heat conductivity coefficients of the soil bodies with different depths can be obtained, and then a curve graph of the heat conductivity coefficients and the depth of the soil body is drawn.
Example 2
As shown in FIGS. 5-6, the vertical test in a specific borehole is taken as an example to illustrate the implementation process and test effect of the present invention, the depth of the drilled hole is 95m, the radius of the drilled hole is 153mm, the drilled hole is backfilled with fine sand, and the coupling time is more than 6 months.
Step S1, embedding the composite optical cable 1 in the soil body 6 to be tested by a drilling method, wherein the composite optical cable 1 is arranged on the pipe wall of the energy conversion pipe 5 in a U shape and comprises a sinking section 11 and a turning section 12 which is arranged opposite to the sinking section, the interval between the sinking section and the turning section is 3-5cm, and the heating power q per unit length is twice of the heating power q per unit length of a single composite optical cable. The inner diameter of the transduction pipe is 30mm, the outer diameter of the transduction pipe is 32mm, the transduction pipe is arranged in the center of the drill hole in a double-U shape, and the transduction pipe material is PE 100. The upper parts of the sinking sections and the upper parts of the returning sections are respectively connected with the optical signal processing control module 2 and the heating control module 3 to form an optical path and a circuit, and the connectivity of the optical path and the circuit is respectively tested.
S20, acquiring initial temperature data of the soil body by using the optical signal processing control module 2, acquiring time t1 being more than or equal to 30min, judging standard deviation sigma within 30min to be less than or equal to 0.5 ℃, and repeating the step S20 if the standard deviation sigma is more than 0.5 ℃;
if the standard deviation sigma is less than or equal to 0.5 deg.C, the initial temperature data for 30min is stored and step S21 is performed.
Step S21, heating power P0And (2) starting the voltage transforming unit 303 and the voltage stabilizing unit 304 of the heating control module 3 at 26W/m, automatically selecting a corresponding voltage communication circuit, heating the composite optical cable 1, recording a real-time voltage value V and a real-time temperature value T, and then respectively executing the step S23a and the step S23 b.
Step S21, utilizing the heating control module to preset power P0Heating the soil body to be measured through the thermal resistance material layer (26W/m), specifically, starting a voltage transformation unit 303 and a voltage stabilization unit 304 of a heating control module 3, automatically selecting a corresponding voltage communication circuit, heating the composite optical cable 1, wherein the resistance of the thermal resistance material layer is R, and recording a voltage value V in real time;
step S22, calculating real-time power P according to the voltage value V and the resistor R, and comparing the real-time power P with the preset power P0If P > (1. + -. 0.05) P0And ending; if P is less than or equal to (1 +/-0.05) P0Step S23 is executed;
step S23, testing every 0.4m and recording the real-time temperature T of the soil body to be testediAnd calculating k of the heating time t of the soil body to be detected every 5miThe values of, among others,
for the kiPerforming linear regression on the value and the heating time t, and calculating R2Wherein if R is2Not less than 0.95, and starting and continuously storing the real-time temperature TiRepeating the step S23 for the temperature T of the soil body to be detected, and executing the step S3; in this embodiment, k satisfying the requirementiThe value corresponds to a heating time of 1.6 h. If R is2< 0.95, stop storing said temperature T, repeatStep S23.
Step S3, the optical signal processing control module processes the optical signal according to the formula
Calculating and obtaining the heat conductivity coefficient lambda of the soil body to be measured at each depth h: specifically, adjacent depth intervals are 0.4m, a delta T-lnt curve is drawn according to temperature data, and then a heat conductivity coefficient calculation formula is adopted
Calculating and outputting heat conductivity coefficients of different depths of the soil body; the calculated average thermal conductivity of the soil body is 2.2455 (W/m.K);
and step S4, drawing a curve graph of the thermal conductivity and the soil depth, as shown by a solid line in FIG. 6. The different depth thermal conductivity coefficients are different, corresponding to the difference of the soil mass within the depth range of 95 m.
Step S5, stopping the heating control module, and acquiring the cooling temperature and the cooling acquisition time t of the soil body to be measured in the cooling process by the optical signal processing control module2Judging the standard deviation sigma of the cooling temperature for 30min,
repeating said step S5 if the standard deviation σ > 0.3 ℃; and if the standard deviation sigma is less than or equal to 0.3 ℃, ending.
In the thermal conductivity-depth curve obtained in step S4, two depths of 54.1m and 77.1m are selected for further explanation, and the corresponding formation lithology is silty clay and fine sand, respectively. Drawing a T-lnt scatter diagram according to the measured temperature-time data at two depths of 54.1m and 77.1m, and obtaining the heat conductivity coefficient and the formula according to the method of the invention at two depths of 54.1m and 77.1m
T-lnt is plotted. The height of the scatter diagram is consistent with that of the curve diagram, which shows that the heat conductivity coefficient calculated by the method has high reliability and has consistent performance in different lithologies.
The distance between the optical cables is 3-5 cm. The heating power q per unit length is twice of that of a single composite optical cable. The inner diameter of the transduction pipe is 30mm, the outer diameter of the transduction pipe is 32mm, the transduction pipe is arranged in the center of the drill hole in a double-U shape, the transduction pipe is made of PE100, and the transduction pipe is filled with water.
Comparative example
To illustrate the accuracy of the test results of the test method of the present invention, the inventors conducted a relevant comparative experiment.
In the test borehole of example 2, a DTRT experiment was performed on the double U-shaped based transducer tube 5 to eliminate the effect of the procedure of example 2 on the results of the comparative experiment. The experiment was carried out according to the TRT method in the current shallow geothermal energy exploration and evaluation specification (DZ/T0225-2009), wherein the heating power is 74W/m and the heating time is 48 h. The time interval between the DTRT test and the field implementation of the method is more than 6 months, and no mutual influence exists between the two tests. The results of the DTRT and test methods of the invention are shown in fig. 7, with the solid line being the results of the inventive methods and the dashed line being the DTRT results. In the range of soil depth of 30-95m, the average thermal conductivity of the soil obtained by DTRT test is 2.2464 (W/m.K), and the difference between the result and the average thermal conductivity of the soil obtained by calculation by the test method of the invention is 2.2455 (W/m.K) is less than 1%. Compared with a distributed thermal conductivity curve obtained by DTRT test, the test method has the advantages that the change range of the result on the depth is larger, and the difference of the thermal conductivity of soil bodies with different depths can be accurately distinguished. The DTRT and the testing method of the invention respectively have the comprehensive energy consumption of about 340 kW.h and 3 kW.h, and the testing device and the testing method of the invention save the energy by more than 90%. In a thermal response test, the heating time of the method is 1.6h, the heating time of DTRT is 48h, and the heating time is shortened by over 95 percent.
Compared with the prior art, the testing system and the testing method have the advantages of low cost, simple device, simple testing steps, short testing time and high testing precision, and can quickly and efficiently obtain the thermal conductivity of the in-situ soil body in real time.
The above-mentioned embodiments are merely illustrative of the technical ideas and features of the present invention, and are preferred embodiments, so that those skilled in the art can understand the contents of the present invention and implement the present invention, and the protection scope of the present invention is not limited thereby.
Claims (10)
1. A soil body thermal conductivity coefficient testing method is characterized by comprising the following steps:
s1, embedding a composite optical cable in a soil body to be tested, wherein the composite optical cable comprises an optical fiber and a thermal resistance material layer, the thermal resistance material layer is used for heating the soil body to be tested and wraps the optical fiber, and the optical fiber is used for testing the temperature of the soil body to be tested;
step S2, heating the soil body to be tested through the thermal resistance material layer by using a heating control module, wherein the heating power per unit length of the thermal resistance material layer is q, and the heating time is t;
the method comprises the following steps of collecting the temperature T of the soil body to be detected at the depth h by using an optical signal processing control module, wherein the temperature T is collected by the steps of:
recording the real-time temperature T of the soil body to be measurediCalculating k values of the heating time t of the soil body to be detected at different monitoring depths, wherein,
performing linear regression on the k value and the heating time t, and calculating R2Wherein, in the step (A),
if R is2Not less than 0.95, beginning to store the real-time temperature Ti as the temperature T of the soil body to be detected, repeating the step of acquiring the temperature T, and executing the step S3;
if R is2If the temperature T is less than 0.95, stopping storing the temperature T, and repeating the step of collecting the temperature T;
step S3, the optical signal processing control module processes the optical signal according to the formula
Calculating to obtain the depthh, the heat conductivity coefficient lambda of the soil body to be detected is as follows:
the depth of the soil body to be detected comprises a plurality of depths, and the optical signal processing control module simultaneously obtains the heat conductivity coefficient of the soil body to be detected at the corresponding position of the depths of the soil body to be detected;
and step S4, drawing a graph of the thermal conductivity and the depth.
2. The method for testing thermal conductivity according to claim 1, wherein the intervals of the plurality of depths are 0.4m, and the step of collecting the temperature T in step S2 further comprises:
step S21, the heating control module comprises a voltage transformation unit and a voltage stabilization unit, and the heating control module is used for presetting power P0Heating the soil body to be detected through the thermal resistance material layer, wherein the resistance of the thermal resistance material layer is R, and recording a voltage value V in real time;
step S22, calculating real-time power P according to the voltage value V and the resistor R, and comparing the real-time power P with the preset power P0If P > (1. + -. 0.05) P0And ending; if P is less than or equal to (1 +/-0.05) P0And executing the step of acquiring the temperature T.
3. The method for testing thermal conductivity according to claim 2, wherein before the step S21, the method further comprises:
s20, collecting the initial temperature of the soil body to be detected by using the optical signal processing control module, wherein the collection interval is 0.5min, and the collection time t1More than or equal to 30 min; judging the standard deviation sigma of the initial temperature, if the standard deviation sigma is less than or equal to 0.5 ℃, storing the initial temperature, and executing the step S21;
if the standard deviation σ > 0.5 ℃, the step S20 is repeated.
4. The method for testing thermal conductivity according to any one of claims 1 to 3, further comprising, after step S4:
step S5, stopping the heating control module, and acquiring the cooling temperature and the cooling acquisition time t of the soil body to be measured in the cooling process by the optical signal processing control module2Judging the standard deviation sigma of the cooling temperature for 30min,
repeating said step S5 if the standard deviation σ > 0.3 ℃; and if the standard deviation sigma is less than or equal to 0.3 ℃, ending.
5. The method for testing thermal conductivity according to claim 1, wherein in the step of collecting the temperature T, the intervals between the different monitoring depths are 4-6 m.
6. The method for testing the thermal conductivity according to claim 1, wherein the composite optical cable is vertically buried in the soil body to be tested, and the composite optical cable is arranged in a U shape and comprises a sinking section and a turning-back section arranged opposite to the sinking section.
7. A thermal conductivity test system for soil mass, which is used for testing the thermal conductivity of the soil mass to be tested by using the thermal conductivity test method for soil mass according to any one of claims 1 to 6, and which comprises:
the composite optical cable is an internal heating optical cable and comprises an optical fiber, a thermal resistance material layer and an optical cable protective layer, wherein the thermal resistance material layer and the optical cable protective layer are concentrically arranged, the optical fiber is positioned in the center of the composite optical cable, the thermal resistance material layer is positioned between the optical fiber and the optical cable protective layer, the composite optical cable further comprises a metal protective layer, and the metal protective layer is a metal armor pipe;
the heating control module is electrically connected with the thermal resistance material layer to form a heating circuit, and is used for heating the soil body to be tested by heating the thermal resistance material layer;
and the optical signal processing control module is connected with the optical fiber to form a light path and is used for acquiring the temperature of the soil body to be detected and calculating the heat conductivity coefficient of the soil body to be detected through the optical fiber.
8. The system of claim 7, wherein the material of the thermal resistance material layer is copper, stainless steel, or carbon fiber.
9. The system for testing thermal conductivity of claim 7, wherein the heating control module comprises a control unit, a power supply unit, a voltage transformation unit and a voltage stabilization unit, the control unit is used for controlling connection, disconnection and voltage of the heating circuit, and the power supply unit is a direct current power supply or an alternating current power supply.
10. The system for testing the thermal conductivity according to claim 7, wherein the optical signal processing control module comprises a storage module, a temperature acquisition module, a signal processing module and a display module, the temperature acquisition module is used for acquiring the temperature of the soil body to be tested through the optical fiber, the signal processing module is used for calculating the thermal conductivity of the soil body to be tested, the storage module is used for storing data, and the display module is used for displaying the result to a user.
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| CN111624227B (en) * | 2020-06-17 | 2021-07-30 | 南京大学 | Distributed soil body heat conductivity coefficient test system and test method thereof |
| CN112946018B (en) * | 2021-02-10 | 2022-07-26 | 南京大学 | Synchronous measurement optical fiber sensor and method for heat conductivity coefficient and specific heat capacity of rock-soil body |
| CN112964385B (en) * | 2021-02-10 | 2022-06-03 | 南京大学 | Internal heating temperature measurement optical cable, optical cable assembly and soil body measurement method |
| CN113702440A (en) * | 2021-09-13 | 2021-11-26 | 南京大学 | Method for monitoring growth state of internal cracks of soil body |
| CN114264696B (en) * | 2022-03-02 | 2022-05-24 | 中国长江三峡集团有限公司 | Earth heat flow measuring device |
| CN115659598B (en) * | 2022-09-27 | 2023-06-02 | 哈尔滨工业大学 | Soil thermal conductivity prediction method based on Sigmoid function |
| CN117607200B (en) * | 2023-11-09 | 2024-07-02 | 南京大学 | Soil nail defect parameter detection device and method based on active heating optical fiber sensing |
| CN117786282B (en) * | 2024-02-23 | 2024-05-17 | 中交第一公路勘察设计研究院有限公司 | Heat pipe foundation, cooling guide enhancement coefficient calculation method and cooling guide enhancement method |
| CN118090822A (en) * | 2024-04-26 | 2024-05-28 | 江西省水利科学院(江西省大坝安全管理中心、江西省水资源管理中心) | Method for synchronously measuring soil thermal characteristics and water content by double-probe thermal pulse optical fibers |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1245054A (en) * | 1968-10-09 | 1971-09-02 | Dow Chemical Co | Thermal conductivity apparatus |
| CN101782542A (en) * | 2010-03-02 | 2010-07-21 | 长安大学 | System and method for testing moisture and temperature of soil mass by heat pulse method |
| CN102116749A (en) * | 2010-01-06 | 2011-07-06 | 北京工业大学 | Field measurement system for effective heat conductivity of ground source heat pump rock soil |
| CN105115628A (en) * | 2015-09-15 | 2015-12-02 | 江苏方天电力技术有限公司 | System and method for testing dynamic response of thermal resistor |
| CN107589147A (en) * | 2017-09-14 | 2018-01-16 | 三峡大学 | It is a kind of to measure soil body thermal conductivity factor and the device and method of resistivity simultaneously |
| CN109884115A (en) * | 2019-03-15 | 2019-06-14 | 东南大学 | The measuring method of soil body horizontal thermal conductivity factor in situ |
| BR102016000007A2 (en) * | 2016-01-04 | 2019-08-06 | Centro De Gestão De Tecnologia E Inovação - Cgti | Process for determining the thermal conductivity of liquids using the peltier effect |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20170191314A1 (en) * | 2008-08-20 | 2017-07-06 | Foro Energy, Inc. | Methods and Systems for the Application and Use of High Power Laser Energy |
| BRPI0914255A2 (en) * | 2008-12-02 | 2019-08-06 | Univ Del Valle | device for the determination of thermal conductivity and processes for its application |
| CN102323294B (en) * | 2011-08-05 | 2013-05-29 | 江亚斌 | Geotechnical thermal response testing method |
| RU2478936C1 (en) * | 2011-11-07 | 2013-04-10 | Федеральное государственное образовательное учреждение высшего профессионального образования "Казанский государственный архитектурно-строительный университет" КазГАСУ | Method of determining thermal conductivity coefficient of super-thin liquid heat-insulating coatings |
| CN102721722B (en) * | 2012-06-20 | 2014-07-09 | 扬州大学 | In-situ thermal response testing method of stratified thermal properties of underground rock and soil |
| CN102759543B (en) * | 2012-06-26 | 2014-09-24 | 中国建筑科学研究院 | Building wall apparent heat transfer coefficient field detection method suitable for hot-in-summer and warm-in-winter areas |
| CN102879425A (en) * | 2012-10-25 | 2013-01-16 | 东南大学 | System and method for testing comprehensive heat conductivity coefficient and specific heat capacity of rock-soil body |
| CN103454309B (en) * | 2013-09-04 | 2015-07-29 | 南京大学 | A kind of soil moisture content distributed measurement method and system |
| CN106018470B (en) * | 2016-05-19 | 2019-04-16 | 重庆大学 | A kind of construction wall dynamic heat transfer procedural test method |
| CN106093109A (en) * | 2016-06-02 | 2016-11-09 | 东南大学 | Conduction of heat CPTU pops one's head in |
| CN106770439A (en) * | 2016-11-28 | 2017-05-31 | 南京大学 | Rock-soil layer is layered Determination of conductive coefficients method |
| CN109839209A (en) * | 2017-11-29 | 2019-06-04 | 中国石油天然气股份有限公司 | Monitoring tool for temperature field of soil around pipeline and heat conductivity coefficient of soil |
| CN108107072A (en) * | 2017-12-06 | 2018-06-01 | 河海大学 | A kind of soil body Determination of conductive coefficients method and experimental rig |
| DE102018125943A1 (en) * | 2018-10-18 | 2020-04-23 | Technische Universität Darmstadt | Method and device for determining the thermal conductivity of a building material |
| CN109540284B (en) * | 2018-11-06 | 2021-01-05 | 中国计量科学研究院 | Optical power detector and measuring method and preparation method thereof |
| CN111044562B (en) * | 2020-01-02 | 2024-07-12 | 大连理工大学 | Feeler type stratum thermophysical property tester and use method thereof |
| CN111624227B (en) * | 2020-06-17 | 2021-07-30 | 南京大学 | Distributed soil body heat conductivity coefficient test system and test method thereof |
-
2020
- 2020-06-17 CN CN202010552170.6A patent/CN111624227B/en active Active
- 2020-06-17 CN CN202110689818.9A patent/CN113418957B/en active Active
- 2020-06-17 CN CN202110691375.7A patent/CN113433163B/en active Active
-
2021
- 2021-06-17 WO PCT/CN2021/100524 patent/WO2021254421A1/en active Application Filing
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1245054A (en) * | 1968-10-09 | 1971-09-02 | Dow Chemical Co | Thermal conductivity apparatus |
| CN102116749A (en) * | 2010-01-06 | 2011-07-06 | 北京工业大学 | Field measurement system for effective heat conductivity of ground source heat pump rock soil |
| CN101782542A (en) * | 2010-03-02 | 2010-07-21 | 长安大学 | System and method for testing moisture and temperature of soil mass by heat pulse method |
| CN105115628A (en) * | 2015-09-15 | 2015-12-02 | 江苏方天电力技术有限公司 | System and method for testing dynamic response of thermal resistor |
| BR102016000007A2 (en) * | 2016-01-04 | 2019-08-06 | Centro De Gestão De Tecnologia E Inovação - Cgti | Process for determining the thermal conductivity of liquids using the peltier effect |
| CN107589147A (en) * | 2017-09-14 | 2018-01-16 | 三峡大学 | It is a kind of to measure soil body thermal conductivity factor and the device and method of resistivity simultaneously |
| CN109884115A (en) * | 2019-03-15 | 2019-06-14 | 东南大学 | The measuring method of soil body horizontal thermal conductivity factor in situ |
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| CN113418957A (en) | 2021-09-21 |
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| CN111624227B (en) | 2021-07-30 |
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