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171.
Megha Maheshwari C. Mahesh Kamaljit Singh Rajkumar J. Pallipad Sandip R. Oza 《Marine Geodesy》2015,38(3):487-496
An attempt has been made to derive sea ice freeboard from Ka-band Altimeter (SARAL/AltiKa) over Arctic region for 15 March–15 April 2013 (spring) and 15 September–15 October 2013 (autumn). A waveform template matching technique is employed for classification of leads and floe pixels. The estimated sea ice freeboards were found in close agreement with “Operation IceBridge quick look” freeboards (RMSD = 0.30 m). The differences between the two freeboards were largely due to snow layer over sea ice (R = 0.8). The estimated freeboards were of the order of 0.08–0.15 m during the two seasons. 相似文献
172.
Landslide susceptibility mapping of a catchment area using frequency ratio,fuzzy logic and multivariate logistic regression approaches 总被引:30,自引:0,他引:30
B. Pradhan 《Journal of the Indian Society of Remote Sensing》2010,38(2):301-320
Geospatial database creation for landslide susceptibility mapping is often an almost inhibitive activity. This has been the
reason that for quite some time landslide susceptibility analysis was modelled on the basis of spatially related factors.
This paper presents the use of frequency ratio, fuzzy logic and multivariate regression models for landslide susceptibility
mapping on Cameron catchment area, Malaysia, using a Geographic Information System (GIS) and remote sensing data. Landslide
locations were identified in the study area from the interpretation of aerial photographs, high resolution satellite images,
inventory reports and field surveys. Topographical, geological data and satellite images were collected, processed, and constructed
into a spatial database using GIS and image processing tools. There were nine factors considered for landslide susceptibility
mapping and the frequency ratio coefficient for each factor was computed. The factors chosen that influence landslide occurrence
were: topographic slope, topographic aspect, topographic curvature and distance from drainage, all from the topographic database;
lithology and distance from lineament, taken from the geologic database; land cover from TM satellite image; the vegetation
index value from Landsat satellite images; and precipitation distribution from meteorological data. Using these factors the
fuzzy membership values were calculated. Then fuzzy operators were applied to the fuzzy membership values for landslide susceptibility
mapping. Further, multivariate logistic regression model was applied for the landslide susceptibility. Finally, the results
of the analyses were verified using the landslide location data and compared with the frequency ratio, fuzzy logic and multivariate
logistic regression models. The validation results showed that the frequency ratio model (accuracy is 89%) is better in prediction
than fuzzy logic (accuracy is 84%) and logistic regression (accuracy is 85%) models. Results show that, among the fuzzy operators,
in the case with “gamma” operator (λ = 0.9) showed the best accuracy (84%) while the case with “or” operator showed the worst
accuracy (69%). 相似文献
173.
Natural Hazards - Many landslides occur in the Karun watershed in the Zagros Mountains. In the present study, we employed a novel comparative approach for spatial modeling of landslides given the... 相似文献
174.
Mahesh?L.?Maskey Carlos?E.?PuenteEmail author Bellie?Sivakumar 《Stochastic Environmental Research and Risk Assessment (SERRA)》2017,31(10):2719-2732
Application of a deterministic geometric approach for the simulation of highly intermittent hydrologic data is presented. Specifically, adaptations of the fractal-multifractal (FM) method and a Cantorian extension are advanced in order to simulate rainfall records measured at the daily scale and encompassing a water year. It is shown, using as case studies 2 years of rainfall sets gathered in Laikakota, Bolivia and Tinkham, Washington, USA, that the FM approach, relying on only at most 8 parameters, is capable of closely preserving either the whole record’s histogram (therefore including moments), the whole data’s Rényi entropy function and/or the maximum number of consecutive zero values present in the sets, resulting in suitable rainfall simulations, whose overall features and textures are similar to those of the observed sets. The study hence establishes the possibility of simulating highly intermittent sets in time in a deterministic and holistic way as a novel parsimonious methodology to supplement available stochastic frameworks. 相似文献
175.
R. M. Bhagat Sharda Singh C. Sood R. S. Rana V. Kalia S. Pradhan W. Immerzeel B. Shrestha 《Journal of the Indian Society of Remote Sensing》2009,37(2):233-240
Land suitability analysis is prerequisite for sustainable agriculture and it plays a pivotal role in the niche based agricultural
planning in mountain regions. In this paper different parameters viz. climatic (precipitation and temperature), topographic
(elevation), soil type and land cover/land use have been used in order to perform land suitability evaluation for cereals
food-grain crops in Himachal Pradesh using Geographic Information System (GIS). The suitability analysis was performed by
digital processing of geo-referenced data (elevation, climate, soil and landcover) and calculating potential production areas
by combining different types of geographical data through decision rules framed for each crop in ArcView spatial analyst.
Suitable areas have been delineated for cereal crops in the form of land suitability maps. In comparison to the actual area
under cereal crops, the possibility of further expansion under each cereal crop was determined. These discriminated areas
appear suitable for growing these crops and can be harnessed efficiently for achieving long term sustainability and food security. 相似文献
176.
We present dark energy models in an anisotropic Bianchi type-VI0 (B-VI0) space-time with a variable equation of state (EoS). The EoS for dark energy ω is found to be time dependent and its existing range for derived models is in good agreement with the recent observations
of SNe Ia data (Knop et al. in Astrophys. J. 598:102 2003), SNe Ia data with CMBR anisotropy and galaxy clustering statistics (Tegmark et al. in Astrophys. J. 606:702, 2004b) and latest a combination of cosmological datasets coming from CMB anisotropies, luminosity distances of high redshift type
Ia supernovae and galaxy clustering (Hinshaw et al. in Astrophys. J. Suppl. 180:225, 2009; Komatsu et al. in Astrophys. J. Suppl. 180:330, 2009). The cosmological constant Λ is found to be a positive decreasing function of time and it approaches a small positive value
at late time (i.e. the present epoch) which is corroborated by results from recent supernovae Ia observations. The physical
and geometric aspects of the models are also discussed in detail. 相似文献
177.
Coupling of remote sensing data aided with field investigations for geological hazards assessment in Jazan area,Kingdom of Saudi Arabia 总被引:5,自引:2,他引:3
Ahmed M. Youssef Biswajeet Pradhan Abdullah A. Sabtan Hassan M. El-Harbi 《Environmental Earth Sciences》2012,65(1):119-130
The city of Jazan is situated on the eastern flank of the Read Sea and considered as one of the fastest growing cities in
the Kingdom of Saudi Arabia. This zone attracts a lot of investors for various development projects. Recently, many new projects
have been implemented and constructed in this region including new urban areas, infrastructures, and industrial projects.
However, historically this area has been challenged from different types of geological hazards. These geological hazards are
catastrophic events that can cause human injury, loss of life, and economic devastation. The current study is aimed at evaluating
the different types of geological hazards in Jazan city. This study is based on interpretation of satellite data such as LANDSAT
and QuickBird images, existing geological maps, and physiographical characteristics with the help of field and laboratory
analyses. The results of the analysis indicate that there exist various types of geological hazards in the study area mostly
related to the natural factors which include (1) Sabkha soil; (2) Salt dome; (3) Loess soil; and (4) Sand dune/drift. Further,
the findings of this study revealed that, most of these geological hazards have a severe impact on the ongoing development
activities in Jazan area. 相似文献
178.
Amar Deep Regmi Kohki Yoshida Hidehisa Nagata Ananta Man Singh Pradhan Biswajeet Pradhan Hamid Reza Pourghasemi 《Natural Hazards》2013,66(2):501-532
The present study was conducted along the Mugling–Narayanghat road section and its surrounding region that is most affected by landslide and related mass-movement phenomena. The main rock types in the study area are limestone, dolomite, slate, phyllite, quartzite and amphibolites of Lesser Himalaya, sandstone, mudstone and conglomerates of Siwaliks and Holocene Deposits. Due to the important role of geology and rock weathering in the instabilities, an attempt has been made to understand the relationship between these phenomena. Consequently, landslides of the road section and its surrounding region have been assessed using remote sensing, Geographical information systems and multiple field visits. A landslide inventory map was prepared and comprising 275 landslides. Nine landslides representing the whole area were selected for detailed studies. Field surveys, integrated with laboratory tests, were used as the main criteria for determining the weathering zones in the landslide area. From the overall study, it is seen that large and complex landslides are related to deep rock weathering followed by the intervention of geological structures as faults, joints and fractures. Rotational types of landslides are observed in highly weathered rocks, where the dip direction of the foliation plane together with the rock weathering plays a principle role. Shallow landslides are developed in the slope covered by residual soil or colluviums. The rock is rather fresh below these covers. Some shallow landslides (rock topples) are related to the attitude of the foliation plane and are generally observed in fresh rocks. Debris slides and debris flows occur in colluviums or residual soil-covered slopes. In few instances, they are also related to the rock fall occurring at higher slopes. The materials from the rock fall are mixed with the colluviums and other materials lying on the slope downhill and flow as debris flow. Rock falls are mainly related to the joint pattern and the slope angle. They are found in less-weathered rocks. From all these, it is concluded that the rock weathering followed by geological structures has prominent role in the rock slope instability along Mugling–Narayanghat road section and its surrounding regions. 相似文献
179.
Krishna Chandra Devkota Amar Deep Regmi Hamid Reza Pourghasemi Kohki Yoshida Biswajeet Pradhan In Chang Ryu Megh Raj Dhital Omar F. Althuwaynee 《Natural Hazards》2013,65(1):135-165
Landslide susceptibility maps are vital for disaster management and for planning development activities in the mountainous country like Nepal. In the present study, landslide susceptibility assessment of Mugling?CNarayanghat road and its surrounding area is made using bivariate (certainty factor and index of entropy) and multivariate (logistic regression) models. At first, a landslide inventory map was prepared using earlier reports and aerial photographs as well as by carrying out field survey. As a result, 321 landslides were mapped and out of which 241 (75?%) were randomly selected for building landslide susceptibility models, while the remaining 80 (25?%) were used for validating the models. The effectiveness of landslide susceptibility assessment using GIS and statistics is based on appropriate selection of the factors which play a dominant role in slope stability. In this case study, the following landslide conditioning factors were evaluated: slope gradient; slope aspect; altitude; plan curvature; lithology; land use; distance from faults, rivers and roads; topographic wetness index; stream power index; and sediment transport index. These factors were prepared from topographic map, drainage map, road map, and the geological map. Finally, the validation of landslide susceptibility map was carried out using receiver operating characteristic (ROC) curves. The ROC plot estimation results showed that the susceptibility map using index of entropy model with AUC value of 0.9016 has highest prediction accuracy of 90.16?%. Similarly, the susceptibility maps produced using logistic regression model and certainty factor model showed 86.29 and 83.57?% of prediction accuracy, respectively. Furthermore, the ROC plot showed that the success rate of all the three models performed more than 80?% accuracy (i.e. 89.15?% for IOE model, 89.10?% for LR model and 87.21?% for CF model). Hence, it is concluded that all the models employed in this study showed reasonably good accuracy in predicting the landslide susceptibility of Mugling?CNarayanghat road section. These landslide susceptibility maps can be used for preliminary land use planning and hazard mitigation purpose. 相似文献
180.
The current paper presents landslide hazard analysis around the Cameron area, Malaysia, using advanced artificial neural networks with the help of Geographic Information System (GIS) and remote sensing techniques. Landslide locations were determined in the study area by interpretation of aerial photographs and from field investigations. Topographical and geological data as well as satellite images were collected, processed, and constructed into a spatial database using GIS and image processing. Ten factors were selected for landslide hazard including: 1) factors related to topography as slope, aspect, and curvature; 2) factors related to geology as lithology and distance from lineament; 3) factors related to drainage as distance from drainage; and 4) factors extracted from TM satellite images as land cover and the vegetation index value. An advanced artificial neural network model has been used to analyze these factors in order to establish the landslide hazard map. The back-propagation training method has been used for the selection of the five different random training sites in order to calculate the factor’s weight and then the landslide hazard indices were computed for each of the five hazard maps. Finally, the landslide hazard maps (five cases) were prepared using GIS tools. Results of the landslides hazard maps have been verified using landslide test locations that were not used during the training phase of the neural network. Our findings of verification results show an accuracy of 69%, 75%, 70%, 83% and 86% for training sites 1, 2, 3, 4 and 5 respectively. GIS data was used to efficiently analyze the large volume of data, and the artificial neural network proved to be an effective tool for landslide hazard analysis. The verification results showed sufficient agreement between the presumptive hazard map and the existing data on landslide areas. 相似文献