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91.
Natural Hazards - Oceanic eddies span over a wide range of sizes and affect the thermodynamic properties of water column. By modifying the thermal structure of the upper ocean, these eddies... 相似文献
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94.
In the emerging era of information and communication technologies, geotechnology is one of the fastest growing fields. Geo-RDBMS is very important and evolving aspect for GIS, as it can manage large volume of spatial data inside RDBMS. The utilization of RDBMS for geospatial data was one of the important focuses of GIS professionals in last decades to store and manage 2D geo-data. However, the support for 3D geo-data inside RDBMS is still limited and is a challenging task for RDBMS providers. In this study, data organization and performance assessment of 3D geo-data inside RDBMS are carried out. In this process, various file-based 3D data models such as CityGML, COLLADA and KML are migrated to geo-RDBMS to bring entire 3D geo-data in common platform. Various spatial indexing techniques viz. R-Tree, B-Tree, GiST, etc. are applied on these 3D data models and best indexing techniques are studied for 3D GIS operations. 相似文献
95.
Axi-symmetric Analysis of Geosynthetic-reinforced Granular Fill-soft Soil System with Group of Stone Columns 总被引:1,自引:1,他引:0
The paper presents a mechanical model to predict the behavior of geosynthetic-reinforced granular fill resting over soft soil
improved with group of stone columns subjected to circular or axi-symmetric loading. The saturated soft soil has been idealized
by spring-dashpot system. Pasternak shear layer and rough elastic membrane represent the granular fill and geosynthetic reinforcement
layer, respectively. The stone columns are idealized by stiffer springs. The nonlinear behavior of granular fill and soft
soil is considered. Consolidation of the soft soil due to inclusion of stone columns has also been included in the model.
The results obtained by using the present model when compared with the reported results obtained from laboratory model tests
shows very good agreement. The effectiveness of geosynthetic reinforcement to reduce the maximum and differential settlement
and transfer the stress from soft soil to stone columns is highlighted. It is observed that the reduction of settlement and
stress transfer process are greatly influenced by stiffness and spacing of the stone columns. It has been further observed
that for both geosynthetic-reinforced and unreinforced cases, the maximum settlement does not change if the ratio between
spacing and diameter of stone columns is greater than 4. 相似文献
96.
Temperature and fresh snow are essential inputs in an avalanche forecasting model. Without these parameters, prediction of
avalanche occurrence for a region would be very difficult. In the complex terrain of Himalaya, nonavailability of snow and
meteorological data of the remote locations during snow storms in the winter is a common occurrence. In view of this persistent
problem present study estimates maximum temperature, minimum temperature, ambient temperature and precipitation intensity
on different regions of Indian western Himalaya by using similar parameters of the neighbouring regions. The location at which
parameters are required and its neighbouring locations should all fall in the same snow climatic zone. Initial step to estimate
the parameters at a location, is to shift the parameters of neighbouring regions at a reference height corresponding to the
altitude of the location at which parameters are to be estimated. The parameters at this reference height are then spatially
interpolated by using Barnes objective analysis. The parameters estimated on different locations are compared with the observed
one and the Root Mean Square Errors (RMSE) of the observed and estimated values of the parameters are discussed for the winters
of 2007–2008. 相似文献
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98.
Murali Krishna Gumma Pardhasaradhi G. Teluguntla Adam Oliphant Jun Xiong Chandra Giri 《地理信息系统科学与遥感》2020,57(3):302-322
ABSTRACT The South Asia (India, Pakistan, Bangladesh, Nepal, Sri Lanka and Bhutan) has a staggering 900 million people (~43% of the population) who face food insecurity or severe food insecurity as per United Nations, Food and Agriculture Organization’s (FAO) the Food Insecurity Experience Scale (FIES). The existing coarse-resolution (≥250-m) cropland maps lack precision in geo-location of individual farms and have low map accuracies. This also results in uncertainties in cropland areas calculated from such products. Thereby, the overarching goal of this study was to develop a high spatial resolution (30-m or better) baseline cropland extent product of South Asia for the year 2015 using Landsat satellite time-series big-data and machine learning algorithms (MLAs) on the Google Earth Engine (GEE) cloud computing platform. To eliminate the impact of clouds, 10 time-composited Landsat bands (blue, green, red, NIR, SWIR1, SWIR2, Thermal, EVI, NDVI, NDWI) were derived for each of the three time-periods over 12 months (monsoon: Days of the Year (DOY) 151–300; winter: DOY 301–365 plus 1–60; and summer: DOY 61–150), taking the every 8-day data from Landsat-8 and 7 for the years 2013–2015, for a total of 30-bands plus global digital elevation model (GDEM) derived slope band. This 31-band mega-file big data-cube was composed for each of the five agro-ecological zones (AEZ’s) of South Asia and formed a baseline data for image classification and analysis. Knowledge-base for the Random Forest (RF) MLAs were developed using spatially well spread-out reference training data (N = 2179) in five AEZs. The classification was performed on GEE for each of the five AEZs using well-established knowledge-base and RF MLAs on the cloud. Map accuracies were measured using independent validation data (N = 1185). The survey showed that the South Asia cropland product had a producer’s accuracy of 89.9% (errors of omissions of 10.1%), user’s accuracy of 95.3% (errors of commission of 4.7%) and an overall accuracy of 88.7%. The National and sub-national (districts) areas computed from this cropland extent product explained 80-96% variability when compared with the National statistics of the South Asian Countries. The full-resolution imagery can be viewed at full-resolution, by zooming-in to any location in South Asia or the world, at www.croplands.org and the cropland products of South Asia downloaded from The Land Processes Distributed Active Archive Center (LP DAAC) of National Aeronautics and Space Administration (NASA) and the United States Geological Survey (USGS): https://lpdaac.usgs.gov/products/gfsad30saafgircev001/. 相似文献
99.
Summary Hysteresis curves of Rajmahal Trap basalts in Bihar are drawn and their coercivities obtained. The experimental arrangements and the procedure are described. The initial remanent magnetisation curves of the specimens are also drawn with the help of the same arrangement. Coercive forces of the rock specimens tested range from 70 to 237 oersteds. The values of saturation magnetisation and remanent magnetisation of two typical specimens are also given. 相似文献
100.
We will describe a new laboratory system which was designed to be highly automated and portable while maintaining quality. Driving this design was the recognition of the temporal dependence of physical properties. It becomes apparent that some sedimentary rocks, particularly shales, degrade and disaggregare so completely that mechanical or elastic properties cannot be measured. This temporal dependence displays a time scale much shorter than normal weathering but greater than the time for stress relief. A system was designed to permit field characterization of freshly recovered core material. A benefit of automation and portability is a marked increase in measurement efficiency. The attributes of this system permit rapid characterization of a large number of fresh cores in remote, frontier exploration areas. This feature can significantly reduce prospect evaluation time. Statistically significant rock property databases can be created in a short period of time. 相似文献