Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-6-62-67
A. S. Zyryanov, O. K. Ushakov
Modern optical devices play an important role in the national economy. The scope of application of optical devices is expanding. The requirements for accuracy, speed, informativeness and reliability of work are gradually increasing. This complicates the design of devices, increases the requirements for manufacturing technology, especially for assembly and alignment. To solve these problems, it is of great importance to study the basics of the alignment of individual optical nodes and devices as a whole. The possibility and ease of adjustment of an optical device is one of the most important criteria for the manufacturability of the device design. In this article, the principal optical-kinematic scheme of a binocular periscope device used for orientation on the terrain, target recognition and observation is considered.
{"title":"Optical-kinematic scheme of a binocular periscope device","authors":"A. S. Zyryanov, O. K. Ushakov","doi":"10.33764/2618-981x-2022-6-62-67","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-6-62-67","url":null,"abstract":"Modern optical devices play an important role in the national economy. The scope of application of optical devices is expanding. The requirements for accuracy, speed, informativeness and reliability of work are gradually increasing. This complicates the design of devices, increases the requirements for manufacturing technology, especially for assembly and alignment. To solve these problems, it is of great importance to study the basics of the alignment of individual optical nodes and devices as a whole. The possibility and ease of adjustment of an optical device is one of the most important criteria for the manufacturability of the device design. In this article, the principal optical-kinematic scheme of a binocular periscope device used for orientation on the terrain, target recognition and observation is considered.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"129 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"89215269","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-2-2-137-144
V. Solovyev, A. Salnikov, V. Seleznev, T. V. Kashubina, N. Galyova
The results of deep seismic studies on the Sikhote-Alin fragment of the reference geophysical profile 8-DV are presented. A deep seismic section of the Earth's crust and upper mantle with the velocity distribution of longitudinal waves is constructed. The complex dislocated structure of a powerful Paleozoic sedimentary complex within the Middle Amur Depression has been established. Crystalline rocks with longitudinal wave velocities of 6.0-6.2 km/s lie at depths from 8 to 13 km in different parts of the Middle Amur Depression and 4-6 km within the Sikhote-Alin orogenic complex. In the entire thickness of the Earth's crust of the Sikhote-Alin fragment of the 8-DV profile, the velocities of longitudinal waves are 6.3-6.35 km/s. The thickness of the Earth's crust varies from 32 to 35 km. Along the Mohorovichich boundary, the velocity of longitudinal waves in general is 7.8-8.3 km/s. The correlation of the identified anomalies according to P-wave data with structural-tectonic zones was carried out.
{"title":"Deep seismic structure of the Sikhote-Alin folded system according to the GSZ (in the alignment of the reference profile 8-DV)","authors":"V. Solovyev, A. Salnikov, V. Seleznev, T. V. Kashubina, N. Galyova","doi":"10.33764/2618-981x-2022-2-2-137-144","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-2-2-137-144","url":null,"abstract":"The results of deep seismic studies on the Sikhote-Alin fragment of the reference geophysical profile 8-DV are presented. A deep seismic section of the Earth's crust and upper mantle with the velocity distribution of longitudinal waves is constructed. The complex dislocated structure of a powerful Paleozoic sedimentary complex within the Middle Amur Depression has been established. Crystalline rocks with longitudinal wave velocities of 6.0-6.2 km/s lie at depths from 8 to 13 km in different parts of the Middle Amur Depression and 4-6 km within the Sikhote-Alin orogenic complex. In the entire thickness of the Earth's crust of the Sikhote-Alin fragment of the 8-DV profile, the velocities of longitudinal waves are 6.3-6.35 km/s. The thickness of the Earth's crust varies from 32 to 35 km. Along the Mohorovichich boundary, the velocity of longitudinal waves in general is 7.8-8.3 km/s. The correlation of the identified anomalies according to P-wave data with structural-tectonic zones was carried out.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"31 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91539326","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-6-179-185
K. T. Muslimov, A. Shaburova
At the moment high-tech enterprises often have to make decisions on the application of new methodologies, technologies or development tools for the modernization of information technologies. To make such a decision, it is necessary to choose a methodology for assessing the quality of information support. One of the common problems of any evaluation is the choice of evaluation criteria. This article proposes an approach to the quantitative determination of information security quality indicators by the differential method, which is based on the determination of relative values. The developed technique can be used in various high-tech optoelectronic enterprises.
{"title":"Development of a methodology for quantitative determination of information security quality indicators","authors":"K. T. Muslimov, A. Shaburova","doi":"10.33764/2618-981x-2022-6-179-185","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-6-179-185","url":null,"abstract":"At the moment high-tech enterprises often have to make decisions on the application of new methodologies, technologies or development tools for the modernization of information technologies. To make such a decision, it is necessary to choose a methodology for assessing the quality of information support. One of the common problems of any evaluation is the choice of evaluation criteria. This article proposes an approach to the quantitative determination of information security quality indicators by the differential method, which is based on the determination of relative values. The developed technique can be used in various high-tech optoelectronic enterprises.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"121 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90481486","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-2-3-265-269
L. Gorodilov, V. G. Kudryavcev, A. Pershin
The paper presents a physical model of a single-acting hydroimpact device. Its design can be used to create a hydraulic punch for drilling wells in soft soils. A stand with a clamping device has been developed to simulate the friction force acting on the punch housing when it moves in the soil. Methods of recording dynamic characteristics of working cycles of the hydraulic device are worked out. Tests were carried out with changes in the force acting on the housing from the clamping device. Oscillograms of the characteristics of working cycles (displacements of the housing and striker, pressures in the working chambers and the accumulator) are given.
{"title":"A physical model and a stand for the research of a single-acting hydroimpact device","authors":"L. Gorodilov, V. G. Kudryavcev, A. Pershin","doi":"10.33764/2618-981x-2022-2-3-265-269","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-2-3-265-269","url":null,"abstract":"The paper presents a physical model of a single-acting hydroimpact device. Its design can be used to create a hydraulic punch for drilling wells in soft soils. A stand with a clamping device has been developed to simulate the friction force acting on the punch housing when it moves in the soil. Methods of recording dynamic characteristics of working cycles of the hydraulic device are worked out. Tests were carried out with changes in the force acting on the housing from the clamping device. Oscillograms of the characteristics of working cycles (displacements of the housing and striker, pressures in the working chambers and the accumulator) are given.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83362067","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-1-45-50
V. G. Salnikov, A. M. Astapov, A. S. Tyundesheva, D. A. Barannikov
Currently, there is an active integration of modern technologies and techniques into traditional methods of Production of geodetic measurements. The main purpose of their implementation is to reduce time costs and imProve the quality of work. Every year, the use of unmanned aerial vehicles for solving geodetic Problems is gaining popularity due to the simplicity and accessibility of the technology. The technique of photogrammetric Processing of the obtained aerial photography materials using unmanned aerial vehicles (UAVs) allows solving the Problem of timely creation and updating of the cartographic basis, building digital models of terrain and objects, as well as other tasks in which it is possible to use the photogrammetric method. The authors of the article Propose to use UAVs to solve engineering Problems on an industrial site as a mobile milestone.
{"title":"The use of UAVs as a mobile milestone","authors":"V. G. Salnikov, A. M. Astapov, A. S. Tyundesheva, D. A. Barannikov","doi":"10.33764/2618-981x-2022-1-45-50","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-1-45-50","url":null,"abstract":"Currently, there is an active integration of modern technologies and techniques into traditional methods of Production of geodetic measurements. The main purpose of their implementation is to reduce time costs and imProve the quality of work. Every year, the use of unmanned aerial vehicles for solving geodetic Problems is gaining popularity due to the simplicity and accessibility of the technology. The technique of photogrammetric Processing of the obtained aerial photography materials using unmanned aerial vehicles (UAVs) allows solving the Problem of timely creation and updating of the cartographic basis, building digital models of terrain and objects, as well as other tasks in which it is possible to use the photogrammetric method. The authors of the article Propose to use UAVs to solve engineering Problems on an industrial site as a mobile milestone.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"35 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80803507","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-1-13-18
R. R. Khannanov, A. V. Mikhnev
To determine the state of stability of the enclosing dam №1 of the ash dump of «GRES Topar» LLP, a geodetic monitoring project was developed. The methodology of geodetic observations is based on the use of ground-based laser scanning. An observation station was laid on the local section of the dam, which consists of 3 reference points and 5 working reference points. The displacement is determined by calculating the vector distance from the reference point to each working reference point. The vector distance is determined from each reference point in the same way. For control, a total station survey was carried out, made in non-reflective mode. The convergence of the results did not exceed 2 mm. Geodetic monitoring consisted of 3 series of observations. According to the data obtained, the stable condition of the hydraulic structure was revealed.
{"title":"Survey monitoring of the enclosing dam № 1 of the «GRES Topar» LLP ash dump by the terrestrial laser scanning method","authors":"R. R. Khannanov, A. V. Mikhnev","doi":"10.33764/2618-981x-2022-1-13-18","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-1-13-18","url":null,"abstract":"To determine the state of stability of the enclosing dam №1 of the ash dump of «GRES Topar» LLP, a geodetic monitoring project was developed. The methodology of geodetic observations is based on the use of ground-based laser scanning. An observation station was laid on the local section of the dam, which consists of 3 reference points and 5 working reference points. The displacement is determined by calculating the vector distance from the reference point to each working reference point. The vector distance is determined from each reference point in the same way. For control, a total station survey was carried out, made in non-reflective mode. The convergence of the results did not exceed 2 mm. Geodetic monitoring consisted of 3 series of observations. According to the data obtained, the stable condition of the hydraulic structure was revealed.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88612654","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-2-3-194-201
E. Kulikova
The effect of strength characteristics, and specifically the cohesion and the angle of internal friction, on the conditions for the displacement and compaction of dispersed materials is described. The employment of the physical modeling method in the researches of these parameters changes under vibration is justified. The laboratory stand, a measuring complex and a technique for experiments performed in two stages are presented. At the first stage, the dispersed material was loaded statically, and the efficiency of moisture and clay content on its strength characteristics was determined. At the second stage, the vibrational acceleration effected, additional to the static one, on the change in the effective cohesion and the effective angle of internal friction of dispersed materials of various compositions and moisture was considered. Recommendations on using of the vibration impact on fine-dispersed materials regimes, directed at the efficiency increase and reducing the energy intensity of the forced processes of their movement and compaction, have been established.
{"title":"Some results of laboratory researches of the vibration effect on the cohesive fine-dispersed geomaterials strength characteristics","authors":"E. Kulikova","doi":"10.33764/2618-981x-2022-2-3-194-201","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-2-3-194-201","url":null,"abstract":"The effect of strength characteristics, and specifically the cohesion and the angle of internal friction, on the conditions for the displacement and compaction of dispersed materials is described. The employment of the physical modeling method in the researches of these parameters changes under vibration is justified. The laboratory stand, a measuring complex and a technique for experiments performed in two stages are presented. At the first stage, the dispersed material was loaded statically, and the efficiency of moisture and clay content on its strength characteristics was determined. At the second stage, the vibrational acceleration effected, additional to the static one, on the change in the effective cohesion and the effective angle of internal friction of dispersed materials of various compositions and moisture was considered. Recommendations on using of the vibration impact on fine-dispersed materials regimes, directed at the efficiency increase and reducing the energy intensity of the forced processes of their movement and compaction, have been established.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"22 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87262579","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-4-192-200
E. Kulik, A. Bayshuakov, D. A. Baykin
The article discusses the geospatial database formation and its integration into a geoinformation expert system for use in a comprehensive assessment of the environmental risk of territories. Geoinformation mapping methods are used to create thematic layers of oil & gas complex objects. The structure of the database has been developed and has been completed: thematic layers of pipelines, oil & gas complex facilities, administrative boundaries of the Russian Federation entities (federal, regional, municipal levels), infrastructure elements (road and railway networks), geographic objects (hydrography, relief and landscape-geochemical areas) have been formed. To implement the methodology for assessing environmental risk, taking into account landscape features, the need to use special data is justified. This concerns the formation of the structure of the geospatial database of special territories that are affected by the oil & gas objects.
{"title":"Creation of a database of geospatial data of territories affected by oil and gas facilities","authors":"E. Kulik, A. Bayshuakov, D. A. Baykin","doi":"10.33764/2618-981x-2022-4-192-200","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-4-192-200","url":null,"abstract":"The article discusses the geospatial database formation and its integration into a geoinformation expert system for use in a comprehensive assessment of the environmental risk of territories. Geoinformation mapping methods are used to create thematic layers of oil & gas complex objects. The structure of the database has been developed and has been completed: thematic layers of pipelines, oil & gas complex facilities, administrative boundaries of the Russian Federation entities (federal, regional, municipal levels), infrastructure elements (road and railway networks), geographic objects (hydrography, relief and landscape-geochemical areas) have been formed. To implement the methodology for assessing environmental risk, taking into account landscape features, the need to use special data is justified. This concerns the formation of the structure of the geospatial database of special territories that are affected by the oil & gas objects.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"49 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87402829","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-2-3-188-193
A. Krasnovsky
The issues of the influence of the asymmetric arrangement of fallouts relative to the working on the stress state of the rock mass are discussed. The modelling of the stress state of the rock mass and lining was carried out when filling the formed volume of falls in the roof and sides of the working with phenolic resins. The analysis of the received results of calculations is carried out. The nature of the distribution of stress fields in the support and the rock mass and their change depending on the geometric shapes of the area filled with phenolic resins have been established.
{"title":"On the effect of the asymmetry of the shape of the falls on the stress state of the rock mass","authors":"A. Krasnovsky","doi":"10.33764/2618-981x-2022-2-3-188-193","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-2-3-188-193","url":null,"abstract":"The issues of the influence of the asymmetric arrangement of fallouts relative to the working on the stress state of the rock mass are discussed. The modelling of the stress state of the rock mass and lining was carried out when filling the formed volume of falls in the roof and sides of the working with phenolic resins. The analysis of the received results of calculations is carried out. The nature of the distribution of stress fields in the support and the rock mass and their change depending on the geometric shapes of the area filled with phenolic resins have been established.","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"40 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90558235","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-05-18DOI: 10.33764/2618-981x-2022-2-1-299-307
A. Sanchaa, N. N. Neverdova
N this article we present the results of the archival VES data, obtained in the 50s of the last century on the territory of the Gusinoozerskaya depression of Western Transbaikalia, which is the reference for the “Transbaikal type” depression system. Interpretation made using a horizontally layered model, also the two-dimensional inversion performed. As a result, quantitative geoelectric characteristics of the Gusinoozerskaya depression deposits were obtained, and faults were identified. The maximum depth up to the reference horizon are in the southern part of the Gusinoozerskaya basin and reach 2300 m, as well as in the Ubukunskaya depression (up to 2200 m).
{"title":"Geoelectrical structure of the Gusinoozerskaya basin (Western Transbaikalia) based on archival vertical electrical soundings data interpretation","authors":"A. Sanchaa, N. N. Neverdova","doi":"10.33764/2618-981x-2022-2-1-299-307","DOIUrl":"https://doi.org/10.33764/2618-981x-2022-2-1-299-307","url":null,"abstract":"N this article we present the results of the archival VES data, obtained in the 50s of the last century on the territory of the Gusinoozerskaya depression of Western Transbaikalia, which is the reference for the “Transbaikal type” depression system. Interpretation made using a horizontally layered model, also the two-dimensional inversion performed. As a result, quantitative geoelectric characteristics of the Gusinoozerskaya depression deposits were obtained, and faults were identified. The maximum depth up to the reference horizon are in the southern part of the Gusinoozerskaya basin and reach 2300 m, as well as in the Ubukunskaya depression (up to 2200 m).","PeriodicalId":13672,"journal":{"name":"Interexpo GEO-Siberia","volume":"75 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"80650752","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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