SU684099A1 - Method of investigating stability of soil to washout - Google Patents
Method of investigating stability of soil to washoutInfo
- Publication number
- SU684099A1 SU684099A1 SU772502631A SU2502631A SU684099A1 SU 684099 A1 SU684099 A1 SU 684099A1 SU 772502631 A SU772502631 A SU 772502631A SU 2502631 A SU2502631 A SU 2502631A SU 684099 A1 SU684099 A1 SU 684099A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- soil
- erosion
- particles
- current
- layer
- Prior art date
Links
Landscapes
- Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
Description
(54) СПОСОБ ИССДЕДОВАНИЯ УСТОЙЧИВОСТИ ГРУИТ.Л(54) METHOD OF STUDYING GRUIT.L STABILITY
К РАЗМЫВУTO SMASH
1one
Изобретение относитс к области гндроте .хиических исследований и может быть исиользовапо дл исследовани грунтов руслового потока.The invention relates to the field of chemical research and may be used to study the soils of the channel stream.
Известен способ онределени предельной устойчивости частиц под воздействием потока, включающий визуальное наблюдение и опенку различны.х стадий поведени частиц грунта в русловом потоке 1.There is a known method for determining the limiting stability of particles under the influence of a flow, including visual observation and detection of various stages of the behavior of soil particles in the channel flow 1.
Наиболее близки.м к предложенному изо вл етс снособ исследовани размыва грунта iKjTOKOM жидкости, включающий раз.меHieinie в грунте индикаторов, раз.мыв грунта с индикатором потоком воды, регистрацию раз.мыва при изменении скорости потока 2.Closest to the proposed invention is a method for studying soil erosion with liquid iKjTOKOM, which includes the difference in the indicator soil, the soil volume with the water flow indicator, and the wash height registration when the flow rate 2 changes.
Иедостатка.ми способов вл етс низка точность измерений.The disadvantage of these methods is low measurement accuracy.
Цель предложенного изобретени - повышение точности и определение границ статического и динамического состо ни грунта .The purpose of the present invention is to improve the accuracy and define the boundaries of the static and dynamic state of the soil.
Достигаетс это тем, что в способе исследовани устойчивости грунта к размыву, включаюи1,ем раз.мещение в грунте индикатора , размыв грунта с индикаторо.м потокомThis is achieved by the fact that in the method of investigating the resistance of the soil to erosion, including 1, the emissivity of the indicator in the soil, the erosion of the soil with indicator flux
воды, регистрацию состо нии устойчивости грунта к размыву при изменении скорости потока, в грунте в качестве индикатора размещают слой металлизированных частиц грунта, в процессе размыва пропускают через этот слой электрический ток по иара .метрам кото|)ого определ ют устойчивость грунта к размыву.water, the state of soil resistance to erosion as the flow velocity changes, a layer of metallized soil particles is placed in the soil as an indicator, and during the erosion process electric current is passed through this layer to measure the resistance of the soil to erosion.
На фиг . 1 изображен пример выполнени устройства, осуществл ющего данный способ.FIG. Figure 1 shows an example of the implementation of the device implementing this method.
Часть исследуемого грунта подготав,1нвают дл экспери.мента путем мета.ктизации повер.хности его зерен. При это.м физические и механические свойства грунта нрактически не мен ютс . На дно гидравлического лотка 1 укладывают исследуе.мый грунт 2, поверхностный слой которого образуют .металлизированные частицы 3. Между сло ми частиц 2 и 3 в грунт по.мещают токоиодвод щие электроды 4, через которые пропускают ток, определ е.мый сопротивлениемPart of the soil being studied is prepared, for example, for experimenting by means of meta-actisation of the surface quality of its grains. At this, the physical and mechanical properties of the soil do not practically change. At the bottom of the hydraulic chute 1, the test soil 2 is placed, the surface layer of which is formed by metallized particles 3. Between the layers of particles 2 and 3, current-conducting electrodes 4 are placed in the soil, through which current is passed, defined by resistance
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772502631A SU684099A1 (en) | 1977-07-05 | 1977-07-05 | Method of investigating stability of soil to washout |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU772502631A SU684099A1 (en) | 1977-07-05 | 1977-07-05 | Method of investigating stability of soil to washout |
Publications (1)
Publication Number | Publication Date |
---|---|
SU684099A1 true SU684099A1 (en) | 1979-09-05 |
Family
ID=20715955
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SU772502631A SU684099A1 (en) | 1977-07-05 | 1977-07-05 | Method of investigating stability of soil to washout |
Country Status (1)
Country | Link |
---|---|
SU (1) | SU684099A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108333069A (en) * | 2018-03-29 | 2018-07-27 | 宁夏农林科学院荒漠化治理研究所(宁夏防沙治沙与水土保持重点实验室) | A kind of soil anti-scouribility measurement device |
-
1977
- 1977-07-05 SU SU772502631A patent/SU684099A1/en active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108333069A (en) * | 2018-03-29 | 2018-07-27 | 宁夏农林科学院荒漠化治理研究所(宁夏防沙治沙与水土保持重点实验室) | A kind of soil anti-scouribility measurement device |
CN108333069B (en) * | 2018-03-29 | 2024-02-06 | 宁夏农林科学院荒漠化治理研究所(宁夏防沙治沙与水土保持重点实验室) | Soil impact resistance measuring device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1042651B1 (en) | Electrode integrity checking | |
EP0349528B1 (en) | A method and measuring system for contactless measuring the values of magnitudes relating to electrically conductive materials | |
SU684099A1 (en) | Method of investigating stability of soil to washout | |
US3201970A (en) | Pour point determination | |
SU777585A1 (en) | Gaseous and liquid media parameter measuring method | |
RU1837208C (en) | Method of measuring viscosity and density of liquids | |
SU742624A1 (en) | Stand for testing pump | |
SU1052945A1 (en) | Method of measuring corrosion rate of part in corrosive medium | |
RU2082958C1 (en) | Method for measuring viscosity of liquid | |
SU1079762A1 (en) | Method of determining load-bearing capacity of pile | |
SU576533A1 (en) | Method of monitoring chemical-heat treatment processes, particularly nitration | |
SU1067360A1 (en) | Method of measuring liquid flow speed | |
Hurst | Note on the measurement of the response of oceanographic temperature sensors | |
SU1694698A1 (en) | Device for measurement of maximum corrosion rate od main pipe-lines | |
SU608232A1 (en) | Method of determining electric-magnetic time constant of dc electric motor armature | |
SU855553A1 (en) | Method of determination of field effect relaxation time | |
JPS63173922A (en) | Calculation of water storage level | |
SU1017967A1 (en) | Weak magnetic hard body density measuring method | |
SU832440A1 (en) | Method of inspection of ferromagnetic articles | |
CN114882962A (en) | Large-diameter friction pile material damping measurement and calculation method based on low-strain reflection wave method | |
SU421959A1 (en) | METHOD OF MEASURING PUNCHING VOLTAGE;? - p-TRANSITIONS OF SEMICONDUCTOR INSTRUMENTS WITH AIRBALL MECHANISM OF BREAKTHROUGH | |
SU809013A1 (en) | Method of measuring magnetic characteristic | |
SU894550A1 (en) | Method of electromagnetic checking with gap effect suppression | |
SU888245A1 (en) | Method of indicating gas evolution starting in storage battery | |
SU864104A1 (en) | Method of determining the depth of surface flaws of ferromagnetic articles |