Algorithm Theoretical Baseline Document (ATBD) Surface Soil Moisture ASCAT Data Record Time Series

Size: px
Start display at page:

Download "Algorithm Theoretical Baseline Document (ATBD) Surface Soil Moisture ASCAT Data Record Time Series"

Transcription

1 Page: 1/31 EUMETSAT Satellite Application Facility on Support to Operational Hydrology and Water Management Algorithm Theoretical H25, H108 H111

2 Page: 2/31 Revision History Revision Date Author(s) Description /08/06 S. Hahn First draft. Adopted content from H25 ATBD /01/19 S. Hahn Update annex, add product table list /07/07 S. Hahn Modifications according to review item discrepancies (RIDs) from the data record readiness review (DRR) /10/12 S. Hahn Modifications according to review from EU- METSAT Secretariat.

3 Page: 3/31 Table of Contents 1. Executive summary 8 2. Introduction Purpose of the document Targeted audience Related H SAF surface soil moisture products ASCAT on-board Metop Introduction Instrument description Geometry and coverage Product processing Soil moisture retrieval algorithm Model assumptions and requirements Model limitations and caveats Vegetation Snow Frozen soil Surface water Topographic complexity Long-term land cover changes Estimated standard deviation of backscatter Azimuth and incidence angle dependency of backscatter Azimuthal anisotropy Incidence angle modelling and normalization Vegetation characterization Dry and wet reference estimation Dry correction Wet correction Soil moisture computation WARP Processing steps Re-sampling to a Discrete Global Grid (DGG) Calculation of azimuthal correction coefficients Calculated ESD Estimation of slope and curvature Incidence angle normalization Calculation of dry and wet reference Wet correction Computation of soil moisture Side note on error propagation Limitations and caveats Processing modes

4 Page: 4/ Input data Level 2 output data Surface soil moisture and its noise Processing and correction flags References 27 Appendices 29 A. Introduction to H SAF 29 B. Purpose of the H SAF 29 C. Products / Deliveries of the H SAF 30 D. System Overview 31

5 Page: 5/31 List of Tables 2.1. List of soil moisture products produced related to this ATBD List of Figures 3.1. ASCAT swath geometry for a Metop minimum orbit height (822 km). The dimensions are symmetric with respect to the satellite ground track [1] Functional overview of the ASCAT Level 1 ground processing chain [2] Crossover angle concept Overview of the WARP processing steps A.1. Conceptual scheme of the EUMETSAT Application Ground Segment A.2. Current composition of the EUMETSAT SAF Network

6 Page: 6/31 List of Acronyms ASAR Advanced Synthetic Aperture Radar (on Envisat) ASAR GM ASAR Global Monitoring ASCAT Advanced Scatterometer ATBD Algorithm Theoretical Baseline Document BUFR Binary Universal Form for the Representation of meteorological data DORIS Doppler Orbitography and Radiopositioning Integrated by Satellite (on Envisat) ECMWF European Centre for Medium-range Weather Forecasts Envisat Environmental Satellite ERS European Remote-sensing Satellite (1 and 2) ESA European Space Agency EUM Short for EUMETSAT EUMETCast EUMETSAT s Broadcast System for Environment Data EUMETSAT European Organisation for the Exploitation of Meteorological Satellites FTP File Transfer Protocol H SAF SAF on Support to Operational Hydrology and Water Management Météo France National Meteorological Service of France Metop Meteorological Operational Platform NRT Near Real-Time NWP Near Weather Prediction PRD Product Requirements Document PUM Product User Manual PVR Product Validation Report SAF Satellite Application Facility SAR Synthetic Aperture Radar SRTM Shuttle Radar Topography Mission TU Wien Technische Universität Wien (Vienna University of Technology) WARP Soil Water Retrieval Package

7 Page: 7/31 WARP H WARP Hydrology WARP NRT WARP Near Real-Time ZAMG Zentralanstalt für Meteorologie und Geodynamic (National Meteorological Service of Austria)

8 Page: 8/31 1. Executive summary The Algorithm Theoretical provides a detailed description of the algorithm used to retrieve surface soil moisture information. The concept of the Level 2 surface soil moisture retrieval method developed at the Vienna University of Technology (TU Wien) for use with C-band scatterometers is a physically motivated change detection method. The first realization of the concept was based on ERS-1/2 satellite data sets [3 6] and later the approach was successfully transferred to Advanced Scatterometer (ASCAT) data onboard the Metop-A satellite [7 9]. The soil moisture retrieval algorithm is implemented within a software package called soil WAter Retrieval Package (WARP) and, for near real-time (NRT) applications, in a software package called WARP NRT. WARP is implemented in IDL/Python, whereas WARP NRT is a software package written in C++. In contrast to WARP, which processes several years of Metop ASCAT Level 1b data and produces both a model parameter database and soil moisture time series, WARP NRT processes single orbits and produces soil moisture in the original Level 1b orbit geometry. 2. Introduction 2.1. Purpose of the document The Algorithm Theoretical is intended to provide a detailed description of the scientific background and theoretical justification for the algorithms used to produce the Metop ASCAT soil moisture data sets Targeted audience This document mainly targets: 1. Remote sensing experts interested in the retrieval and error characterization of satellite soil moisture data sets. 2. Users of the remotely sensed soil moisture data sets who want to obtain a more in-depth understanding of the algorithms and sources of error Related H SAF surface soil moisture products In the framework of the H SAF project several soil moisture products, with different timeliness (e.g. NRT, offline, data records), spatial resolution, format (e.g. time series, swath orbit geometry) or the representation of the water content in various soil layers (e.g. surface, root-zone), are generated on a regular basis and distributed to users. A list of all available soil moisture products, as well as other H SAF products (such as precipitation or snow) can be looked up on the H SAF website 1. The following Table 2.1 gives an overview of the instances of surface soil moisture (SSM) products, which are related to this ATBD. 1

9 Page: 9/31 Table 2.1: List of soil moisture products produced related to this ATBD. ID Product Name H25 Metop ASCAT DR2015 SSM time series 12.5 km sampling H108 Metop ASCAT DR2015 EXT SSM time series 12.5 km sampling H109 Metop ASCAT DR2016 SSM time series 12.5 km sampling H110 Metop ASCAT DR2016 EXT SSM time series 12.5 km sampling H111 Metop ASCAT DR2017 SSM time series 12.5 km sampling 3. ASCAT on-board Metop 3.1. Introduction The European contribution within the framework of the Initial Joint Polar System (IJPS) is the EUMETSAT Polar System (EPS). The space segment of the EPS programme is envisaged to contain three sun-synchronous Meteorological Operational Platforms (Metop-A, Metop-B and Metop-C) jointly developed by ESA and EUMETSAT. Each satellite has a nominal lifetime in orbit of about 5 years, with a planned 6 month overlap between consecutive satellites. The first satellite Metop-A, was launched on 19 October 2006, Metop-B was launched on 17 September Metop-C is planned to be launched approximately in The Advanced Scatterometer (ASCAT) is one of the instruments carried on-board the series of Metop satellites Instrument description ASCAT is a real aperture radar system operating in C-band (VV polarization) and provides day- and night-time measurement capability, which is almost unaffected by cloud cover. The instrument design and performance specification is based on the experience of the Scatterometer flown on the ERS-1 and ERS-2 satellite. It can basically work in two different modes: Measurement or Calibration. The Measurement Mode is the only mode that generates science data for users. The instrument uses a pulse compression method called chirp, at which long pulses with linear frequency modulation were generated at a carrier frequency of GHz. After receiving and de-chirping of the ground echoes, a Fourier transform is applied in order to relate different frequencies in the signal to slant range distances. A pre-processing of the noise and echo measurements is done already on board to reduce the data rate to the ground stations, e.g. various averaging takes place reducing the raw data by a factor of approximately 25. Within each pulse repetition interval, after all pulse echoes have been decayed, the contribution of the thermal noise is monitored in order to perform a measurement noise subtraction during the ground processing. A side effect of on board processing is a degree of spatial correlation between different and within received echoes, but this is taken into account later on by the Level 1b processing. The radar pulse repetition frequency (PRF) is approximately Hz, which yields to 4.71 Hz for the beam pulse repetition frequency in the sequence fore-, mid- and aft beam [10]. The Calibration Mode is used during external calibration campaigns (29 days every 13 months), when the platform passes over three different ground transponders located in central Turkey. The objective of such calibration campaigns is to verify that the backscatter measurements from a target is correct for the whole incidence angle range. In other words, the absolute and relative

10 Page: 10/31 calibration will be monitored and checked. A stable radar cross section and an accurately known position on the Earth s surface are the basic and important requirements for each transponder. After receiving a pulse from ASCAT, the active transponder send a delayed pulse back, which in turn can be recorded by ASCAT. A comparison between the localised transponder position and the expected data allows to estimate three depointing angles and gain correction values for each antenna. An east-west distribution with a displacement of approximately 150 km, will allow to obtain transponder measurements from most of the incidence angles for each antenna beam. This high sampling is necessary in order to reconstruct the characteristics of each antenna gain pattern for the whole incidence angle range and achieve an appropriate relative calibration. Such a calibration set up allows to establish a reference system in order to evaluate and monitor the instrument performance on regular basis [11] Geometry and coverage The Metop satellites are flying in sun-synchronous 29 day repeat cycle orbit with an ascending node at 9:30 p.m. and a minimum orbit height of 822 km. This implies that the satellite will make a little more than 14 orbits per day. The advanced measurement geometry of ASCAT allows twice the coverage, compared to its predecessors flying on ERS-1 and ERS-2. Thus, the daily global coverage increased from 41% to 82%. The spatial resolution was also improved from 50 km to km, still reaching the same radiometric accuracy compared to the ERS-1/2 scatterometer. The advanced global coverage capability is accomplished by two sets of three fan-beam antennas, compared to only one set at the ERS satellites. The fan-beams are arranged broadside and ±45 of broadside, thus, allowing to observe three azimuthal directions in each of its two 550 km swaths (see Figure 3.1). The swaths are separated from the satellite ground track by about 360 km for the minimum orbit height. Each point on the Earth s surface that falls within one of the two swaths, will be seen by all three antennas and a so-called σ triplet can be observed. The incidence angles for those two antennas which are perpendicular to the flight direction intersect the surface between 25 and 53.3, whereas the other four antennas have an incidence angle range from 33.7 to 64.5 [1] Product processing Global data products are often classified into different levels according to their processing progress. In case of ASCAT the different product levels can be summarized as follows: Level 0: Unprocessed raw instrument data from the spacecraft. These are transmitted to the ground stations in binary form. Level 1a: Reformatted raw data together with already computed supplementary information (radiometric and geometric calibration) for the subsequent processing. Level 1b: Calibrated, georeferenced and quality controlled backscatter coefficients in full resolution or spatially averaged. It includes also ancillary engineering and auxiliary data. Level 2: Geo-referenced measurements converted to geophysical parameters, at the same spatial and temporal resolution as the Level 1b data.

11 Page: 11/31 fore beam left swath right swath fore beam 64.5 mid beam antenna look angles antenna incidence angles mid beam aft beam satellite ground track aft beam SZR SZO 41 nodes/12.5 km grid 21 nodes/25 km grid 360 km 550 km Figure 3.1: ASCAT swath geometry for a Metop minimum orbit height (822 km). The dimensions are symmetric with respect to the satellite ground track [1]. Level 3: Geophysical products derived from Level 2 data, which are either re-sampled or gridded points. The raw data arriving at the ground processing facility are passed into the Level 1 ground processor (see Figure 3.2). This data driven processing chain generates radiometrically calibrated Level 1b backscatter coefficients. It also includes an external calibration processing chain in order to support the localization and normalisation process of the measurement power echoes. Before satellite launch, it is only possible to estimate parameters characterising the expected instrument performance, since some of them depend on in-flight conditions. But once the satellite is his orbit, these parameters can be assessed during a calibration campaign. The first intermediate product generated just before the swath node generation and spatial averaging steps, is called Level 1b full resolution product. The main geophysical parameter in this product is the normalized backscatter coefficient σ. Along each antenna beam 256 σ values are projected on the Earth s surface. The footprint size is about km of various shapes and orientations, depending on the Doppler pattern over the surface [12]. The radiometric accuracy and the inter-beam radiometric stability is expected to be lass then 0.5 db peak-to-peak, whereas the georeferencing accuracy is about 4 km. In addition a number of quality flags are computed associated with every individual σ sample along each antenna beam. The other two products generated within the Level 1b processing are averaged σ values at

12 Page: 12/31 Figure 3.2: Functional overview of the ASCAT Level 1 ground processing chain [2]. two different spatial grids. A two-dimensional Hamming window function centered at every grid node is used in both cases for spatial filtering. This weighting function is based on a cosine function, which will basically attenuate the contribution of values with increasing distance. The window width is deciding the magnitude of spatial resolution and which values contribute to the weighted result. This means, values beyond the window width are disregarded. The spatial resolution is then defined as the distance when the window function reaches 50% of its peak intensity. This spatial averaging is used in the along- and across-track direction, with the objective to generate a set of σ triplets for each grid node of each swath at the desired radiometric resolution. The first product generated with this approach is called the nominal product and has a spatial resolution of 50 km for each grid point. The grid spacing is 25 km with 21 nodes at each swath per line. The higher resolution product has a spatial resolution ranging from 25 to 34 km. This variability is the result of a trade-off between spatial resolution and the desired radiometric accuracy, which lead to an alternating Hamming window width across the swath for the different beams. In this case the grid spacing is only 12.5 km, with 41 nodes at each swath per line. 4. Soil moisture retrieval algorithm The TU Wien change detection algorithm is from a mathematical point of view less complex than a radiative transfer model and can be inverted analytically. Therefore, soil moisture can be estimated directly from the Scatterometer measurements without the need for an iterative adjustment process. As a result, it is also quite straight forward to perform an error propagation to estimate the retrieval error for each location on the land surface [8]. A disadvantage of the

13 Page: 13/31 change detection model is that it is a lumped representation of the measurement process. The different contributions to the observed total backscatter from the soil, vegetation, and soilvegetation-interaction effects cannot be separated as would be the case for radiative transfer modelling approaches. It also means that it is necessary to calibrate its model parameters using long backscatter time series to implicitly account for land cover, surface roughness, and many other effects Model assumptions and requirements The basic assumptions of the TU Wien change detection method are: 1. The relationship between the backscattering coefficient σ expressed in decibels (db) and the surface soil moisture content is linear. 2. The backscattering coefficient σ depends strongly on the incidence angle θ. The relationship is characteristic by roughness conditions and land cover, but is not affected by changes in the soil moisture content. 3. At the spatial scale of the Scatterometer measurements roughness and land cover are stable in time. 4. When vegetation grows, backscatter may decrease or increase, depending on whether the attenuation of the soil contribution is more important than the enhanced contribution from the vegetation canopy, or vice versa. Because the relative magnitude of these effects depends on the incidence angle, the curve σ (θ) changes with vegetation phenology over the year. This effect can be exploited to correct for the impact of vegetation phenology in the soil moisture retrieval by assuming that there are distinct incidence angles (θ d and θ w ) and where the backscattering coefficient is stable despite seasonal changes in above ground vegetation biomass for dry and wet conditions. 5. Vegetation phenology influences backscatter σ on a seasonal scale. Local short-term fluctuations are suppressed at the scale of the scatterometer measurements. In order to be able to apply the TU Wien soil moisture change detection algorithm, the following requirements needs to be fulfilled: 1. Regular measurements (every 1-3 days), 2. Backscatter measurements from various incidence angles (approx ) 3. Sufficiently long time period (> 2 years). If all of these requirements are met, it is possible to derive robust model parameters, such as the characterization of the incidence angle vs backscatter behaviour, correction coefficients for azimuthal effects and estimation of the dry and wet reference.

14 Page: 14/ Model limitations and caveats Vegetation The influence of vegetation on the backscatter signal is currently accounted for using a seasonal correction. The so-called cross-over angle concept (section 4.4.3) allows to determine the dry/wet reference at incidence angles where the backscattering coefficient is stable despite seasonal changes in the above ground biomass. Inter-annual variability is not accounted for at the moment. In densely vegetated areas (such as Tropical rainforests) the C-band microwaves are not able to penetrate to the ground. Hence, a soil moisture signal from the soil surface is not contained in the backscatter measurements, which is typically characterized by a very low signal variation. However, it is possible to determine these cases with the error propagation, since the signal sensitivity plays an important role Snow Depending on the physical parameters of the snow layer (i.e. liquid water content, roughness of the air-snow interface, depth and layering of the snow pack, grain size and shape) different scattering mechanisms characterize the overall backscatter signal. Snow scattering phenomena are not treated in the TU Wien model and snow covered periods needs to be masked based on auxiliary information Frozen soil At temperatures below 0 C microwave backscatter drops, because of the inability of the soil water molecules to align themselves to the external electromagnetic field. The effect of freezing is more complex in case of vegetation, because plants have adaptive mechanisms to withstand the cold winter weather. Like for snow, handling backscatter from soil freezing periods is not covered by the TU Wien model and affected time periods needs to be masked based on auxiliary information Surface water Backscatter characteristics are primarily controlled by the roughness of the water surface, which is related to the short penetration depth of C-band microwaves (< 1-2 mm). A calm water surface acts like a mirror scattering almost the complete signal into the forward direction. Waves caused by near surface winds increase the backscatter looking at up- and downwind direction, and reduces the signal normal to the wind direction. As a result, open water can have a disturbing influence on the retrieval of soil moisture, if the area covered is large compared to the overall footprint size. Locations with (temporary) standing water needs to be treated carefully Topographic complexity A high variability of backscatter can be observed in mountainous areas which is not necessarily coupled with soil moisture changes. Hence, the surface topography directly influences the scattering behavior, which is not considered in the TU Wien model. A reduced soil moisture retrieval performance can be expected in topographic complex areas.

15 Page: 15/ Long-term land cover changes Long-term land cover changes are not treated in the TU Wien model at the moment. For example, if urbanization or desertification take place on a larger scale, the long-term backscatter signal can be influenced Estimated standard deviation of backscatter The Estimated Standard Deviation (ESD) of backscatter is derived from the measurements of the for and aft beam. This is based on the following observation: all three beams observe the same region and due to the observation geometry the for and aft beam have the same incidence angle. Thus, as long as there are no azimuthal effects, the measurements of the for and aft beam are comparable, i.e. statistically speaking, they are instances of the same distribution. Hence the expectation of the difference [ ] δ := E σf σa should be 0, and its variance should be twice the variance of one of the beams (i.e Var [δ] = 2 Var [σ ]). This can be derived using error propagation ( ) [ ] 2 ( ) ( ) δ δ 2 ( ) δ δ Var [δ] Var σf σf + Var [σa] σa + 2 Cov(σf, σa) σf σa +... The first two terms should dominate, whereas the third term is 0 under the assumption of i.i.d. (independent and identically distributed random variables). [ ] Var [δ] Var σf (1) 2 + Var [σa] ( 1) (2) Under the assumption of homoscedasticity (a vector of random variables is homoscedastic if all random variables in the sequence or vector have the same finite variance) the variances are equal and the equation reads [ ] Var [δ] Var σf + Var [σa] = 2 Var [σ ] (3) The previous equation can be re-written to find the final formula for the ESD (1) Var [σ Var [δ] ] = 2 ESD [σ Var [δ] ] = 2 (4) (5) 4.4. Azimuth and incidence angle dependency of backscatter The backscattering coefficient changes as a function of the observed surface properties, most importantly surface dielectric properties, roughness and vegetation. However, the overall magnitude also strongly depends on the measurement geometry, i.e. the incidence angle θ as well

16 Page: 16/31 as the azimuth angle φ. Only measurements based on the same observation geometry can be compared directly Azimuthal anisotropy In some dedicated regions azimuthal effects on the backscattering coefficient are very strong. This azimuthal anisotropy is accounted for by applying a polynomial correction term to the backscatter signal as suggested by [13]. For ASCAT on board Metop, the azimuth angle under which a location is seen depends on the beam (for-, mid- or aft-beam), the swath (left or right) and the orbit direction (ascending or descending), resulting in twelve different azimuth configurations (i.e. φ i with i [1, 12]). For each of these configurations the incidence angle vs backscatter dependency is modeled as a second order polynomial p i (θ). The coefficients of these polynomials are determined by fitting the model to all observations falling into the respective configuration category. Furthermore, an overall model p 0 (θ) is fitted to all observations, resulting in a total of 3 13 = 39 coefficients. The following Equation 6 describes the application of the azimuthal correction σ b i,ac = σ b i (θ) + p 0 (θ) p i (θ) (6) where subscript b i stands for the beam (i.e. for, mid, aft) considered at the current configuration and the subscript ac denotes the backscatter corrected for azimuthal anistropy. The last term in Equation 6 corrects the incidence angle vs. backscatter dependency for the individual characteristics of a certain configuration p i (θ) and references it to an overall average behavior p 0 (θ) Incidence angle modelling and normalization A second order polynomial is also used for the incidence angle normalization (Equation 7), with a reference incidence angle defined as θ r = 40. Such a formulation can be considered as a second-order Taylor polynomial with an expansion point at θ r. Taylor polynomials at a given point are finite order truncation of its Taylor series, which completely determines the function in some neighbourhood of the point. The reference incidence angle of 40 has been chosen in order to minimize interpolation errors [3]. σ θ (t) = σ r (t) + σ r (t) (θ θ r ) σ r (t) (θ θ r ) 2 (7) In Equation 7 the zero-order coefficient σr (t) represents the normalized backscatter at the reference incidence angle θ r, and the first- and second-order coefficients and are referred to as slope σ r and curvature σ r parameters, characterizing surface roughness and the phenological cycle of the vegetation. The TU Wien model assumes that vegetation changes have a direct impact on the sensitivity of the backscatter signal (e.g. for sparse vegetation, the backscatter vs. incidence angle relationship tends to drop off rapidly, while for fully grown vegetation, it becomes less steep, almost horizontal in the case of rain forest), whereas changes in soil moisture are expected to have a minimal influence on the sensitivity (or in other words the incidence angle behaviour stays the same, except for on offset). Slope and curvature are determined as the coefficients of a straight line fitted to the so called local slopes σ l. A local slope is estimated by the first derivative of the backscatter vs incidence

17 Page: 17/31 angle dependency and are computed as difference quotients between for and mid beam, as well as aft and mid beam. σ l (θ l ) = σ (8) θ Specifically, each backscatter triplet (σf, σ m, σa) taken at their respective incidence angle (θ f, θ m, θ a ) yields to local slope estimates. σ fm σ am ( ) θm + θ f 2 ( ) θm + θ a 2 = σ m σ f θ m θ f (9) = σ m σ a θ m θ a (10) These local slopes are taken as estimates of the second derivative of the following equation: σ θ = σ r + σ r (θ θ r ) (11) The number of local slopes used for fitting a regression line, in order to determine slope and curvature at the reference incidence angle, are selected on a time-window basis Vegetation characterization Typically, a distinct backscatter signal can be observed over a range of incidence angles. The characteristic behaviour is mainly influenced by vegetation, soil roughness, dielectric properties and land cover. The dominant scattering mechanisms of vegetation are volume scattering in the vegetation canopy and surface scattering from the underlying soil surface [14]. A distinctly different behaviour can normally be observed between volume and surface scattering. The backscattering coefficient rapidly decreases with the incidence angle, with the exception of very rough surfaces [15]. By taking into consideration the model assumptions (e.g. roughness and land cover are stable), a simple concept can be formulated explaining the backscatter incidence angle relationship in relation to vegetation and soil moisture changes. Such a concept is outlined in Figure 4.1, which shows the backscatter signal over the incidence angle for two different states of vegetation (dormant and fully developed) and soil moisture (dry and wet soil). It is noticeable that for both soil conditions there is a crossover angle indicating that backscatter is rather stable despite vegetation growth. If these cross-over angles are chosen correctly, it is possible to compensate for vegetation effects. In the current formulation of the TU Wien backscatter model, θ d and θ w are set to 25 and 40, respectively Dry and wet reference estimation The estimation of the dry and wet backscatter reference is based upon the average of the extreme lowest (driest) and highest (wettest) measurements for a given location that have ever been recorded. An explicit uncertainty range, defined as a 95% 2-sided confidence interval, is used to separate the extreme low and high values [9]. The definition of the confidence interval considers the noise of dry and wet reference, which has been estimated using error propagation: Confidence Interval = ±1.96 σ n (θ) (12)

18 Page: 18/31 Backscatter [db] wet soil fully developed vegetation dormant vegetation dry soil fully developed vegetation dormant vegetation Incidence angle [degree] Figure 4.1: Crossover angle concept. The value 1.96 represents the 97.5 percentile of the standard normal distribution, which is often rounded to 2 for simplicity. After separation of the extreme observations, a transformation to the presumed cross-over angles is needed. The cross-over angels are distinct incidence angles θ d and θ w, where the backscattering coefficient is stable despite seasonal changes in above ground vegetation biomass for dry and wet conditions, respectively. Rearranging Equation 7 will transform the normalized backscatter values to the respective dry and wet cross-over angles: σ d (t) = σ r (t) + σ r (t) (θ d θ r ) σ r (t) (θ d θ r ) 2 (13) σ w (t) = σ r (t) + σ r (t) (θ w θ r ) σ r (t) (θ w θ r ) 2 (14) Once the number of extreme measurements for the lower (N b ) and upper (N u ) limits are known and the transformation to respective cross-over angles is completed, the dry and wet references are calculated as the mean value. N b C d = 1 σd,j (15) N b j=1 N u C w = 1 σw,j (16) N u Knowing the dry and wet references at their cross-over angles, an inverse transformation to j=1

19 Page: 19/31 the normalisation angle is necessary to obtain the final references. σ d r (t) = C d σ r (t) (θ d θ r ) 1 2 σ r (t) (θ d θ r ) 2 (17) σ w r (t) = C w σ r (t) (θ w θ r ) 1 2 σ r (t) (θ w θ r ) 2 (18) Dry correction In the current formulation of the algorithm no dry correction is involved Wet correction A problem related to the correct estimation of the wet reference is that in some regions truly saturated conditions are never captured simply due to the prevailing climate. Hence, a correction needs to be applied simulating wet conditions allowing to estimate a wet reference. The application of the correction is described in section Soil moisture computation Soil moisture computation is a change detection algorithm which compares the observed normalized backscatter to the highest (wettest) and lowest (driest) values ever observed at a certain location. Under the assumption of a linear relationship between normalized backscatter and surface soil moisture, the latter can be estimated using: S d (t) = σ r (t) σr d (t) σr w (t) σr d 100 (19) (t) The estimated surface soil moisture represents the topmost soil layer (< 5 cm) and is given in degree of saturation (S d ), ranging from 0% (dry) to 100% (wet). S d, given in %, can be converted into (absolute) volumetric units m 3 m 3 with the help of soil porosity information. Θ (t) = p Sd (t) 100 where Θ is absolute soil moisture in m 3 m 3, p is porosity in m 3 m 3. As it can be seen in Equation 20, the accuracy of soil porosity is as much as important as the relative soil moisture content. (20) 5. WARP The TU Wien soil moisture retrieval algorithm is implemented within a software package called soil WAter Retrieval Package (WARP), which processes several years of Metop ASCAT Level 1b data and produces both a model parameter database and soil moisture time series data records. An flowchart of the WARP processing steps is shown in Figure 5.1.

20 Page: 20/31 Figure 5.1: Overview of the WARP processing steps Processing steps The following subsections describe the implementation of the individual processing steps in WARP Re-sampling to a Discrete Global Grid (DGG) The task of re-sampling is to interpolate scatterometer measurements, given in the orbit grid, to a fixed Earth grid. For this purpose a Discrete Global Grid (DGG) has been developed by TU Wien and is called WARP 5 grid. The WARP 5 grid contains grid points (GP) with an equal spacing of 12.5 km in longitude and latitude. Each of the grid points is identified by a unique grid point index (GPI). The result of the re-sampling is a time series of interpolated measurements at each GP over land. The WARP 5 is discussed in more detail in [16]. The three beams on each side of ASCAT are indicated as for, mid and aft beam. For each point in the orbit grid, all GPs within an 18 km radius are determined by a nearest-neighbour

21 Page: 21/31 (NN) search, from which the interpolated values for the backscatter for each of the three beams (and other such as incidence angle) are obtained as weighted average, with weighting coefficients computed according to the Hamming window function: ( w (x) = cos 2π δx ) d whereby δx denotes the distance between the actual GPI and the orbit grid points in the diameter d of the search radius. The Hamming window has been chosen for interpolation, because it is also used in the creation of the Level 1b product. The result of the re-sampling step for each of the GPIs is a time series ts gpi, containing N gpi records. (21) ts gpi [i] = σ b,i, θ b,i, φ b,i, t i 1 i N gpi (22) each consisting of a time stamp t i and measurement triples for backscatter σ b,i, incidence angle θ b,i and azimuth angle φ b,i. The subscript b {f, m, a} distinguishes between the for, mid and aft beam. Note that the following processing steps are applied for each GPI individually and based on the re-sampled time series Calculation of azimuthal correction coefficients As described in section in some dedicated areas azimuthal effects on the backscattering coefficient are very strong. In this step correction coefficients are computed based on a polynomial fit estimated for each individual look configuration (12 combinations possible: 2 swaths, 3 beams and 2 orbit directions), which is subtracted by a polynomial fit calculated from all look configurations. This way, the individual incidence angle vs backscatter characteristics are adjusted to a mean relationship canceling static azimuthal effects. The correction coefficients are stored for each grid point and always used to correct the resampled backscatter beforehand Calculated ESD This step initializes the error propagation in the soil moisture retrieval algorithm. computed as ESD is δ i = σ f,i σ a,i (23) ESD [σ ] = Var [δ i ] 2 after strong outliers (defined as 3 IQR) are masked out of the distribution of δ. (24) Estimation of slope and curvature The slope and curvature parameters are determined as the coefficients of a straight line fitted to the so called local slopes (see Equation 11). Local slopes are estimates of the first derivative of the backscatter vs. incidence angle dependency, and are computed as difference quotients between for and mid beam, and aft and mid beam, respectively.

22 Page: 22/31 In order to increase the precision of the estimates, the fit for a given day is computed from the local slopes not only for a day, but from a time window of several days centred at the day under question. The width of the window is crucial for the quality of the estimates, since a window that is too short will lead to poor precision of the estimates, while a time window that is too long will tend to smooth local details or even average measurements taken from different vegetation periods. In order to (i) address the issue of time window length and (ii) to compute noise estimates for the parameters (which are difficult to obtain by error propagation in this case), a Monte Carlo approach has been implemented [8] the original time series is contaminated with independent and identically distributed (i.i.d.) Gaussian noise, resulting in 50 noisy instances of the original time series. Also, for each of these instances, a window width in a range of 2 12 is randomly assigned. Now, for a subset of 27 equidistant days, the slope and curvature parameters are estimated for each of the 50 training sets, and their final values and corresponding noise estimates are obtained as mean and variance, respectively, of the empirical distribution of the 50 values. Finally, a full complement of 366 parameter and noise values (one per day) is obtained from the 27 computed ones by cubic spline interpolation (this approach has been chosen in order to save processing time). The slope and curvature day-of-year parameter needs to be converted into time series by mapping the time t i to the respective day of year. σ r,i = σ r (doy (t i )) (25) Incidence angle normalization σ r,i = σ r (doy (t i )) (26) The incidence angle normalization is computed by inverting Equation 7 and using the already estimated slope σ r and curvature σ r parameter. In order to make use of the slope and curvature parameter, they need to be converted into a time series from their original day-of-year format. As a result, a backscatter measurement taken at an arbitrary incidence angle θ the corresponding value at the reference angle θ r will be calculated. Letting wet get x = [ ] σθ,b,i, σ r,i, σ r,i (27) f (x) : σ r,b,i = σ θ,b,i σ r,i θ b,i 1 2 σ r,i ( θ b,i ) 2 (28) with θ b,i = θ b,i θ r. If we assume that the errors of the normalized backscatter, slope and curvature are uncorrelated, the covariance matrix of x is simply ESD [σ ] Cov x = 0 Var [σ r] i 0 (29) 0 0 Var [σ r ] i

23 Page: 23/31 The Jacobian J of f (x) is obtained as J = ( ) δf = δx [1, θ b,i, 1 2 ( θ b,i) 2 ] Thus, the noise variance of the normalized backscatter for beam b is (30) Var [σ r] b,i = ESD [σ ] 2 + Var [ σ r ]i ( θ b,i) Var [ σ r ] i ( θ b,i) 4 (31) Finally, the three beams (now having been shifted to a common reference angle) are averaged σ r,i = 1 3 The corresponding variance is given by Var [ σ r] i = 1 9 b {f,m,a} b {f,m,a} σ r,b,i (32) Var [σ r] b,i (33) As can be seen, averaging over the three beams has the effect that the variance of the noise due to instrument noise, speckle and azimuthal effects is lowered by a factor of three. It does, however, not lower the error due to the lack of fit of the slope model [4] Calculation of dry and wet reference For a given grid point, the dry σr d and wet σr w reference are the historically lowest and highest normalized backscatter values, respectively, measured at this location at a given day d. The dry and wet references are stored as arrays indexed by the day of year, just as slope and curvature. Hence, also in this case the parameters needs to be transformed to time series. σ d r,i = σ d r (doy (t i )) (34) σ d r,i = σ w r (doy (t i )) (35) In the TU Wien backscatter model it is assumes that the vegetation (i.e., backscatter vs. incidence angle) curves for dormant and full vegetation intersect, and that the point of intersection depends on the soil moisture conditions: the intersection points for the driest and wettest conditions are called dry and wet crossover angles, respectively. The wet crossover angle θ w assumed to be at 40 (which is identical to the reference incidence angle θ r ) and the dry crossover angle θ d is located at 25. Both parameters have been determined empirically [4]. The importance of the crossover angle concept lies in the fact that the crossover angles, vegetation has no effect on backscatter [5]. In order to determine the lowest backscatter value irrespective of the vegetation conditions, the normalized backscatter measurements are first shifted to the dry crossover angle using Equation 36. σ d,i = σ r,i + σ r,i ( θ d ) σ r,i ( θ d ) 2 (36) with θ d = (θ d θ r ), and corresponding noise estimate

24 Page: 24/31 Var [σ d] i = Var [ σ r] i + Var [ σ r ]i ( θ d) Var [ σ r ] i ( θ d) 4 (37) From the resulting empirical distribution, an explicit uncertainty range, defined as a 95% 2-sided confidence interval, is used to separate the extreme low and high values. The average of the N b smallest values is used as an estimate of the lowest backscatter value at the dry crossover angle. N b C d = 1 σ N (38) d, {j} b j=1 whereby is a permutation that sorts the time series in ascending order w.r.t. the backscatter values. Since the normalized backscatter values have different noise variances (depending on the day and incidence angle), there exists no simple general expression for the noise variance of the average, but we have (assuming the noise contributions of the measurements are uncorrelated) Var [C d] = 1 Nb 2 N b Var [σd] {j} (39) Finally, for each day t, C d has to be shifted back to the reference incidence angle along its corresponding vegetation curve, in order to obtain σ d,i. The noise is given by j=1 σ d r,i = C d σ r,i ( θ d ) 1 2 σ r,i ( θ d ) 2 (40) [ [ Var σr d ]i = Var C d] Var [ σ r ]i ( θ d) Var [ σ r ] i ( θ d) 4 (41) This is the final estimate of the noise variance for the dry reference. The estimates of the wet reference σ w r,i = C w σ r,i ( θ w ) 1 2 σ r,i ( θ w ) 2 (42) where θ w = θ w θ r and its corresponding noise Var [σ w r ] i = Var [C w ] Var [ σ r ]i ( θ w) Var [ σ r ] i ( θ w) 4 (43) are obtained in a completely analogue fashion, but instead the N u values are averaged at the wet crossover angle θ w in order to compute C w. It is worth mentioning that due the selection of the crossover angles, which are fixed to 25 for σ d r and 40 for σ w r globally, the dry reference is changing over time, whereas σ w r is constant (i.e. it does not depend on the day). This is because the wet crossover angel is equal to the reference angle, and thus θ w = Wet correction The application of wet correction is based on an external climate data set [17], since scatterometer measurements alone are not sufficient to locate these regions. The wet correction is done in

25 Page: 25/31 two steps: first the lowest level of the wet reference is set to -10 db and subsequently, in regions with rarely saturated soil moisture conditions σr w values are raised until a sensitivity (defined as σr w σr d ) of at least 5 db has been reached [9] Computation of soil moisture Under the assumption of a linear relationship between normalized backscatter and surface soil moisture, the latter can be estimated using: S d,i = σ r,i σd r,i σr,i w 100 (44) σd r,i By proceeding with the derivation of the error propagation, we obtain the following noise estimate of the soil moisture Var [S d ] i = Var [ σ r] i ( 1 ) σr,i w σd r,i 2 [ ] + Var σr d σ r,i σw r,i ( ) i σr,i w σd r,i + Var [σr w ] i σ r,i σd r,i ( σr,i w σd r,i ) (45) 5.2. Side note on error propagation Let x = [x 1,, x p ] be a p-dimensional observation vector. x is assumed to be an instance of p-dimensional random variable, with known covariance matrix Σ x. We are interested in how the covariance transforms under a mapping: R p R q, y = f (x), i.e., given x and f, we would like to know the covariance of y, Σ y, If f is a linear mapping of the form y = Ax+b, A R q p, b R q, then the covariance transforms like Σ y = AΣ x A T (46) whereby A T denotes the transpose of A. If, on the other hand, f is a non-linear mapping, we first linearise it by replacing its first order Taylor approximation about the operation point x 0 : whereby ( ) δf y = f (x) f (x 0 ) + (x x 0 ) (47) δx ( ) δf δx is the Jacobian J of f. Putting everything together we finally obtain ( ) ( ) δf δf T Σ y = Σ x (48) δx δx

26 Page: 26/31 for the variance of y under the mapping f. Equation 48 is the workhorse of the WARP error propagation scheme Limitations and caveats The soil moisture algorithm is applied on a global basis (i.e. for each grid point over land), but in certain situations, for example when dense forest, snow cover, frozen soil, open water or topographic complex area dominates the satellite footprint, the retrieval of soil moisture is heavily impacted or not possible at all. In addition, not each case (e.g. frozen soil, snow cover, open water) can be modeled by the error propagation and thus, it is even more important to reliably mask affected measurements. Advisory and processing flags indicate such critical cases, but it is left to the user to judge whether the soil moisture data is meaningful or not. Users are advised to to use the best auxiliary data available to improve the flagging of snow, frozen soil and (temporally) standing water. However, under the following conditions a surface soil moisture retrieval from Metop ASCAT should be most suited: low to moderate vegetation regimes, unfrozen and no snow, low to moderate topographic variations, no wetlands and coastal areas Processing modes The software package WARP can operate in two modes: full re-processing and extension. The difference between the two modes is that in latter case no new model parameters are computed and new Level 1b are re-sampled, normalized and transformed to soil moisture based on preexisting model parameters. These model parameters have to be derived from the same Level 1b (i.e. same calibration, resolution, etc.) used for the extension Input data The input data is described in detail in the Product User Manual (PUM) [18] Level 2 output data The following parameters are part of the Level 2 output data. A more detailed list with data type and data format can be found in the Product User Manual (PUM) [18] Surface soil moisture and its noise The surface soil moisture estimate represents the topmost soil layer (< 5 cm) and is given in degree of saturation (S d ), ranging from 0% (dry) to 100% (wet). S d can be converted into (absolute) volumetric units with the help of soil porosity information (see Equation 20). In extreme cases, the interpolated backscatter at θ r may exceed the dry or the wet backscatter reference. In these cases, the value is less than 0% or more than 100%. When this happens, the values are artificially set to 0% and 100% respectively. At the same time, the relevant correction flags are set.

27 Page: 27/ Processing and correction flags These flags indicate several conditions of interest. Processing flags are set to flag the reason for a soil moisture value not being provided in the product and correction flags are set to flag a soil moisture value provided in the product, but that has been modified after the retrieval for different reasons, according to quality criteria based on the data itself. 6. References [1] J. Figa-Saldana, J. J. W. Wilson, E. Attema, R. Gelsthorpe, M. R. Drinkwater, and A. Stoffelen, The Advanced Scatterometer (ASCAT) on the Meteorological Operational (MetOp) Platform: A follow on for European Wind Scatterometers, Canadian Journal of Remote Sensing, vol. 28, no. 3, pp , [2] ASCAT Product Guide, Tech. Rep. Doc. No: EUM/OPS-EPS/MAN/04/0028, v5, [3] W. Wagner, G. Lemoine, M. Borgeaud, and H. Rott, A study of vegetation cover effects on ERS scatterometer data, vol. 37, no. 2II, pp [4] W. Wagner, G. Lemoine, and H. Rott, A method for estimating soil moisture from ERS scatterometer and soil data, vol. 70, no. 2, pp [5] W. Wagner, J. Noll, M. Borgeaud, and H. Rott, Monitoring soil moisture over the canadian prairies with the ERS scatterometer, vol. 37, pp [6] K. Scipal, W. Wagner, M. Trommler, and K. Naumann, The global soil moisture archive from ERS scatterometer data: first results, vol. 3. IEEE, pp [7] Z. Bartalis, W. Wagner, V. Naeimi, S. Hasenauer, K. Scipal, H. Bonekamp, J. Figa, and C. Anderson, Initial soil moisture retrievals from the METOP-a advanced scatterometer (ASCAT), vol. 34. [8] V. Naeimi, Model improvements and error characterization for global ERS and METOP scatterometer soil moisture data, phd dissertation. [9] V. Naeimi, K. Scipal, Z. Bartalis, S. Hasenauer, and W. Wagner, An improved soil moisture retrieval algorithm for ERS and METOP scatterometer observations, vol. 47, no. 7, pp [10] R. V. Gelsthorpe, E. Schied, and J. J. W. Wilson, ASCAT - MetOp s Advanced Scatterometer, ESA Bull. ISSN , vol. 102, pp , [11] J. J. W. Wilson, C. Anderson, M. A. Baker, H. Bonekamp, J. F. Saldana, R. G. Dyer, J. A. Lerch, G. Kayal, R. V. Gelsthorpe, M. A. Brown, E. Schied, S. Schutz-Munz, F. Rostan, E. W. Pritchard, N. G. Wright, D. King, and U. Onel, Radiometric Calibration of the Advanced Wind Scatterometer Radar ASCAT Carried Onboard the METOP-A Satellite, IEEE Transactions on Geoscience and Remote Sensing, vol. 48, pp , [12] R. D. Lindsley, C. Anderson, J. Figa-Saldana, and D. G. Long, A Parameterized ASCAT Measurement Spatial Response Function, IEEE Transactions on Geoscience and Remote Sensing, pp. 1 10, 2016.

28 Page: 28/31 [13] Z. Bartalis, K. Scipal, and W. Wagner, Azimuthal anisotropy of scatterometer measurements over land, vol. 44, no. 8, pp [14] A. K. Fung, Microwave scattering and emission models and their applications. Artech House. [15] F. T. Ulaby, R. K. Moore, and A. K. Fung, Microwave Remote Sensing: Active and Passive. Vol. III - Volume Scattering and Emission Theory, Advanced Systems and Applications. Artech House, Inc. [16] WARP 5 Grid, Tech. Rep. v0.3, [17] M. Kottek, J. Grieser, C. Beck, B. Rudolf, and F. Rubel, World map of the köppen-geiger climate classification updated, vol. 15, pp [18] Product User Manual (PUM) Soil Moisture Data Records, Metop ASCAT Soil Moisture Time Series, Tech. Rep. Doc. No: SAF/HSAF/CDOP2/PUM, v0.3, 2016.

29 Page: 29/31 Appendices A. Introduction to H SAF H SAF is part of the distributed application ground segment of the European Organization for the Exploitation of Meteorological Satellites (EUMETSAT). The application ground segment consists of a Central Application Facilities located at EUMETSAT Headquarters, and a network of eight Satellite Application Facilities (SAFs), located and managed by EUMETSAT Member States and dedicated to development and operational activities to provide satellite-derived data to support specific user communities (see Figure A.1): Figure A.1: Conceptual scheme of the EUMETSAT Application Ground Segment. Figure A.2 here following depicts the composition of the EUMETSAT SAF network, with the indication of each SAF s specific theme and Leading Entity. B. Purpose of the H SAF The main objectives of H SAF are: a) to provide new satellite-derived products from existing and future satellites with sufficient time and space resolution to satisfy the needs of operational hydrology, by generating, centralizing, archiving and disseminating the identified products: precipitation (liquid, solid, rate, accumulated); soil moisture (at large-scale, at local-scale, at surface, in the roots region);

30 Page: 30/31 Figure A.2: Current composition of the EUMETSAT SAF Network. snow parameters (detection, cover, melting conditions, water equivalent); b) to perform independent validation of the usefulness of the products for fighting against floods, landslides, avalanches, and evaluating water resources; the activity includes: downscaling/upscaling modelling from observed/predicted fields to basin level; fusion of satellite-derived measurements with data from radar and raingauge networks; assimilation of satellite-derived products in hydrological models; assessment of the impact of the new satellite-derived products on hydrological applications. C. Products / Deliveries of the H SAF For the full list of the Operational products delivered by H SAF, and for details on their characteristics, please see H SAF website hsaf.meteoam.it. All products are available via EUMETSAT data delivery service (EUMETCast 2 ), or via ftp download; they are also published in the H SAF website 3. All intellectual property rights of the H SAF products belong to EUMETSAT. The use of these products is granted to every interested user, free of charge. If you wish to use these products, EUMETSAT s copyright credit must be shown by displaying the words copyright (year) EUMETSAT on each of the products used

ASCAT Verification, Calibration & Validation Plan

ASCAT Verification, Calibration & Validation Plan ASCAT Verification, Calibration & Validation Plan Doc.No. Issue : : EUM/MET/TEN/11/0187 v1c EUMETSAT Eumetsat-Allee 1, D-64295 Darmstadt, Germany Tel: +49 6151 807-7 Fax: +49 6151 807 555 Date : 9 June

More information

A GLOBAL BACKSCATTER MODEL FOR C-BAND SAR

A GLOBAL BACKSCATTER MODEL FOR C-BAND SAR A GLOBAL BACKSCATTER MODEL FOR C-BAND SAR Daniel Sabel (1), Marcela Doubková (1), Wolfgang Wagner (1), Paul Snoeij (2), Evert Attema (2) (1) Vienna University of Technology, Institute of Photogrammetry

More information

In addition, the image registration and geocoding functionality is also available as a separate GEO package.

In addition, the image registration and geocoding functionality is also available as a separate GEO package. GAMMA Software information: GAMMA Software supports the entire processing from SAR raw data to products such as digital elevation models, displacement maps and landuse maps. The software is grouped into

More information

Scattering Properties of Electromagnetic Waves in Stratified air/vegetation/soil and air/snow/ice media : Modeling and Sensitivity Analysis!

Scattering Properties of Electromagnetic Waves in Stratified air/vegetation/soil and air/snow/ice media : Modeling and Sensitivity Analysis! Scattering Properties of Electromagnetic Waves in Stratified air/vegetation/soil and air/snow/ice media : Modeling and Sensitivity Analysis! M. Dechambre et al., LATMOS/IPSL, Université de Versailles 1

More information

Estimating the ASCAT Spatial Response Function

Estimating the ASCAT Spatial Response Function Brigham Young University Department of Electrical and Computer Engineering Microwave Earth Remote Sensing (MERS) Laboratory 459 Clyde Building Provo, Utah 84602 Estimating the ASCAT Spatial Response Function

More information

Geometric Accuracy Evaluation, DEM Generation and Validation for SPOT-5 Level 1B Stereo Scene

Geometric Accuracy Evaluation, DEM Generation and Validation for SPOT-5 Level 1B Stereo Scene Geometric Accuracy Evaluation, DEM Generation and Validation for SPOT-5 Level 1B Stereo Scene Buyuksalih, G.*, Oruc, M.*, Topan, H.*,.*, Jacobsen, K.** * Karaelmas University Zonguldak, Turkey **University

More information

Detailed Processing Model (DPM)

Detailed Processing Model (DPM) (DPM) 18 December 2013 Prepared by TU Wien, VUA, GeoVille, ETH Zürich, AWST, FMI, UCC and NILU 1 This document forms a revision to deliverable D3.7 and was compiled for the ESA Climate Change Initiative

More information

MHS Instrument Pre-Launch Characteristics

MHS Instrument Pre-Launch Characteristics MHS Instrument Pre-Launch Characteristics Jörg Ackermann, EUMETSAT, October 2017 The main objective of satellite instruments pre-launch characterisation is to ensure that the observed instrument performance

More information

Terrain correction. Backward geocoding. Terrain correction and ortho-rectification. Why geometric terrain correction? Rüdiger Gens

Terrain correction. Backward geocoding. Terrain correction and ortho-rectification. Why geometric terrain correction? Rüdiger Gens Terrain correction and ortho-rectification Terrain correction Rüdiger Gens Why geometric terrain correction? Backward geocoding remove effects of side looking geometry of SAR images necessary step to allow

More information

CFOSAT and WindRad simulation. IOVWST Meeting Zhen Li, Ad Stoffelen

CFOSAT and WindRad simulation. IOVWST Meeting Zhen Li, Ad Stoffelen CFOSAT and WindRad simulation IOVWST Meeting Zhen Li, Ad Stoffelen 02-05-2017 1 Outline CFOSAT Rotating Fan-beam concept FY-3E WindRad dual frequency Ku/C-band L1B simulation result Beam Weighting method

More information

InSAR Operational and Processing Steps for DEM Generation

InSAR Operational and Processing Steps for DEM Generation InSAR Operational and Processing Steps for DEM Generation By F. I. Okeke Department of Geoinformatics and Surveying, University of Nigeria, Enugu Campus Tel: 2-80-5627286 Email:francisokeke@yahoo.com Promoting

More information

Empirical transfer function determination by. BP 100, Universit de PARIS 6

Empirical transfer function determination by. BP 100, Universit de PARIS 6 Empirical transfer function determination by the use of Multilayer Perceptron F. Badran b, M. Crepon a, C. Mejia a, S. Thiria a and N. Tran a a Laboratoire d'oc anographie Dynamique et de Climatologie

More information

A New Method for Correcting ScanSAR Scalloping Using Forests and inter SCAN Banding Employing Dynamic Filtering

A New Method for Correcting ScanSAR Scalloping Using Forests and inter SCAN Banding Employing Dynamic Filtering A New Method for Correcting ScanSAR Scalloping Using Forests and inter SCAN Banding Employing Dynamic Filtering Masanobu Shimada Japan Aerospace Exploration Agency (JAXA), Earth Observation Research Center

More information

PSI Precision, accuracy and validation aspects

PSI Precision, accuracy and validation aspects PSI Precision, accuracy and validation aspects Urs Wegmüller Charles Werner Gamma Remote Sensing AG, Gümligen, Switzerland, wegmuller@gamma-rs.ch Contents Aim is to obtain a deeper understanding of what

More information

Simulation of Brightness Temperatures for the Microwave Radiometer (MWR) on the Aquarius/SAC-D Mission. Salman S. Khan M.S. Defense 8 th July, 2009

Simulation of Brightness Temperatures for the Microwave Radiometer (MWR) on the Aquarius/SAC-D Mission. Salman S. Khan M.S. Defense 8 th July, 2009 Simulation of Brightness Temperatures for the Microwave Radiometer (MWR) on the Aquarius/SAC-D Mission Salman S. Khan M.S. Defense 8 th July, 2009 Outline Thesis Objective Aquarius Salinity Measurements

More information

Incidence Angle Normalization of Backscatter Data. I. Mladenova and T. J. Jackson Feb. 25, 2011

Incidence Angle Normalization of Backscatter Data. I. Mladenova and T. J. Jackson Feb. 25, 2011 Incidence Angle Normalization of Backscatter Data I. Mladenova and T. J. Jackson Feb. 25, 2011 Introduction SMAP: Soil Moisture Active Passive (NASA/JPL, 2014) We need backscatter data for algorithm development

More information

DERIVATION of the BACKSCATTERING COEFFICIENT σ o in ESA ERS SAR PRI PRODUCTS

DERIVATION of the BACKSCATTERING COEFFICIENT σ o in ESA ERS SAR PRI PRODUCTS ERS SAR CALIBRATION DERIVATION of the BACKSCATTERING COEFFICIENT σ o in ESA ERS SAR PRI PRODUCTS H. Laur 1, P. Bally 2, P. Meadows 3, J. Sanchez 4, B. Schaettler 5, E. Lopinto 6, D. Esteban 4 Document

More information

Analysis Ready Data For Land (CARD4L-ST)

Analysis Ready Data For Land (CARD4L-ST) Analysis Ready Data For Land Product Family Specification Surface Temperature (CARD4L-ST) Document status For Adoption as: Product Family Specification, Surface Temperature This Specification should next

More information

IMPROVING DEMS USING SAR INTERFEROMETRY. University of British Columbia. ABSTRACT

IMPROVING DEMS USING SAR INTERFEROMETRY. University of British Columbia.  ABSTRACT IMPROVING DEMS USING SAR INTERFEROMETRY Michael Seymour and Ian Cumming University of British Columbia 2356 Main Mall, Vancouver, B.C.,Canada V6T 1Z4 ph: +1-604-822-4988 fax: +1-604-822-5949 mseymour@mda.ca,

More information

Geometric Rectification of Remote Sensing Images

Geometric Rectification of Remote Sensing Images Geometric Rectification of Remote Sensing Images Airborne TerrestriaL Applications Sensor (ATLAS) Nine flight paths were recorded over the city of Providence. 1 True color ATLAS image (bands 4, 2, 1 in

More information

IMAGING WITH SYNTHETIC APERTURE RADAR

IMAGING WITH SYNTHETIC APERTURE RADAR ENGINEERING SCIENCES ; t rical Bngi.net IMAGING WITH SYNTHETIC APERTURE RADAR Didier Massonnet & Jean-Claude Souyris EPFL Press A Swiss academic publisher distributed by CRC Press Table of Contents Acknowledgements

More information

Memorandum. Clint Slatton Prof. Brian Evans Term project idea for Multidimensional Signal Processing (EE381k)

Memorandum. Clint Slatton Prof. Brian Evans Term project idea for Multidimensional Signal Processing (EE381k) Memorandum From: To: Subject: Date : Clint Slatton Prof. Brian Evans Term project idea for Multidimensional Signal Processing (EE381k) 16-Sep-98 Project title: Minimizing segmentation discontinuities in

More information

Lateral Ground Movement Estimation from Space borne Radar by Differential Interferometry.

Lateral Ground Movement Estimation from Space borne Radar by Differential Interferometry. Lateral Ground Movement Estimation from Space borne Radar by Differential Interferometry. Abstract S.Sircar 1, 2, C.Randell 1, D.Power 1, J.Youden 1, E.Gill 2 and P.Han 1 Remote Sensing Group C-CORE 1

More information

COSMO SkyMed Constellation

COSMO SkyMed Constellation COSMO SkyMed Constellation The driving Mission requirements for the constellation development are the following: Capability to serve at the same time both civil and military users through a integrated

More information

Coherence Based Polarimetric SAR Tomography

Coherence Based Polarimetric SAR Tomography I J C T A, 9(3), 2016, pp. 133-141 International Science Press Coherence Based Polarimetric SAR Tomography P. Saranya*, and K. Vani** Abstract: Synthetic Aperture Radar (SAR) three dimensional image provides

More information

Input/Output Data Definition Document (IODD v1)

Input/Output Data Definition Document (IODD v1) Input/Output Data Definition Document (IODD v1) 21 December 2012 Prepared by TU Wien, VUA, GeoVille, ETH Zürich, AWST, FMI, UCC and NILU 1 This document forms deliverable D2.8 and was compiled for the

More information

Interferometric processing. Rüdiger Gens

Interferometric processing. Rüdiger Gens Rüdiger Gens Why InSAR processing? extracting three-dimensional information out of a radar image pair covering the same area digital elevation model change detection 2 Processing chain 3 Processing chain

More information

Geo-Morphology Modeling in SAR Imagery Using Random Fractal Geometry

Geo-Morphology Modeling in SAR Imagery Using Random Fractal Geometry Geo-Morphology Modeling in SAR Imagery Using Random Fractal Geometry Ali Ghafouri Dept. of Surveying Engineering, Collage of Engineering, University of Tehran, Tehran, Iran, ali.ghafouri@ut.ac.ir Jalal

More information

ENVISAT Post-Launch Products ASAR

ENVISAT Post-Launch Products ASAR Page: 1 ENVISAT Post-Launch Products ASAR 1. Product Summary The following table describes all the ASAR products included in the package. The list is divided in two groups: The first part describes the

More information

MULTI-TEMPORAL INTERFEROMETRIC POINT TARGET ANALYSIS

MULTI-TEMPORAL INTERFEROMETRIC POINT TARGET ANALYSIS MULTI-TEMPORAL INTERFEROMETRIC POINT TARGET ANALYSIS U. WEGMÜLLER, C. WERNER, T. STROZZI, AND A. WIESMANN Gamma Remote Sensing AG. Thunstrasse 130, CH-3074 Muri (BE), Switzerland wegmuller@gamma-rs.ch,

More information

Do It Yourself 8. Polarization Coherence Tomography (P.C.T) Training Course

Do It Yourself 8. Polarization Coherence Tomography (P.C.T) Training Course Do It Yourself 8 Polarization Coherence Tomography (P.C.T) Training Course 1 Objectives To provide a self taught introduction to Polarization Coherence Tomography (PCT) processing techniques to enable

More information

ERS WAVE MISSION REPROCESSING- QC SUPPORT ENVISAT MISSION EXTENSION SUPPORT

ERS WAVE MISSION REPROCESSING- QC SUPPORT ENVISAT MISSION EXTENSION SUPPORT REPORT 8/2012 ISBN 978-82-7492-261-7 ISSN 1890-5218 ERS WAVE MISSION REPROCESSING- QC SUPPORT ENVISAT MISSION EXTENSION SUPPORT - Annual Report 2011 Author (s): Harald Johnsen (Norut), Fabrice Collard

More information

Spatial Outlier Detection

Spatial Outlier Detection Spatial Outlier Detection Chang-Tien Lu Department of Computer Science Northern Virginia Center Virginia Tech Joint work with Dechang Chen, Yufeng Kou, Jiang Zhao 1 Spatial Outlier A spatial data point

More information

Brix workshop. Mauro Mariotti d Alessandro, Stefano Tebaldini ESRIN

Brix workshop. Mauro Mariotti d Alessandro, Stefano Tebaldini ESRIN Brix workshop Mauro Mariotti d Alessandro, Stefano Tebaldini 3-5-218 ESRIN Dipartimento di Elettronica, Informazione e Bioingegneria Politecnico di Milano Outline A. SAR Tomography 1. How does it work?

More information

3 - SYNTHETIC APERTURE RADAR (SAR) SUMMARY David Sandwell, SIO 239, January, 2008

3 - SYNTHETIC APERTURE RADAR (SAR) SUMMARY David Sandwell, SIO 239, January, 2008 1 3 - SYNTHETIC APERTURE RADAR (SAR) SUMMARY David Sandwell, SIO 239, January, 2008 Fraunhoffer diffraction To understand why a synthetic aperture in needed for microwave remote sensing from orbital altitude

More information

DIGITAL HEIGHT MODELS BY CARTOSAT-1

DIGITAL HEIGHT MODELS BY CARTOSAT-1 DIGITAL HEIGHT MODELS BY CARTOSAT-1 K. Jacobsen Institute of Photogrammetry and Geoinformation Leibniz University Hannover, Germany jacobsen@ipi.uni-hannover.de KEY WORDS: high resolution space image,

More information

GAMMA Interferometric Point Target Analysis Software (IPTA): Users Guide

GAMMA Interferometric Point Target Analysis Software (IPTA): Users Guide GAMMA Interferometric Point Target Analysis Software (IPTA): Users Guide Contents User Handbook Introduction IPTA overview Input data Point list generation SLC point data Differential interferogram point

More information

A Parameterized ASCAT Measurement Spatial Response Function

A Parameterized ASCAT Measurement Spatial Response Function 4570 IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, VOL. 54, NO. 8, AUGUST 2016 A Parameterized ASCAT Measurement Spatial Response Function Richard D. Lindsley, Member, IEEE, Craig Anderson, Julia

More information

Appendix E. Development of methodologies for Brightness Temperature evaluation for the MetOp-SG MWI radiometer. Alberto Franzoso (CGS, Italy)

Appendix E. Development of methodologies for Brightness Temperature evaluation for the MetOp-SG MWI radiometer. Alberto Franzoso (CGS, Italy) 111 Appendix E Development of methodologies for Brightness Temperature evaluation for the MetOp-SG MWI radiometer Alberto Franzoso (CGS, Italy) Sylvain Vey (ESA/ESTEC, The Netherlands) 29 th European Space

More information

Advanced Processing Techniques and Classification of Full-waveform Airborne Laser...

Advanced Processing Techniques and Classification of Full-waveform Airborne Laser... f j y = f( x) = f ( x) n j= 1 j Advanced Processing Techniques and Classification of Full-waveform Airborne Laser... 89 A summary of the proposed methods is presented below: Stilla et al. propose a method

More information

Terrafirma: a Pan-European Terrain motion hazard information service.

Terrafirma: a Pan-European Terrain motion hazard information service. Terrafirma: a Pan-European Terrain motion hazard information service www.terrafirma.eu.com The Future of Terrafirma - Wide Area Product Nico Adam and Alessandro Parizzi DLR Oberpfaffenhofen Terrafirma

More information

Quantifying the Dynamic Ocean Surface Using Underwater Radiometric Measurement

Quantifying the Dynamic Ocean Surface Using Underwater Radiometric Measurement DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Quantifying the Dynamic Ocean Surface Using Underwater Radiometric Measurement Lian Shen Department of Mechanical Engineering

More information

SIMULATED LIDAR WAVEFORMS FOR THE ANALYSIS OF LIGHT PROPAGATION THROUGH A TREE CANOPY

SIMULATED LIDAR WAVEFORMS FOR THE ANALYSIS OF LIGHT PROPAGATION THROUGH A TREE CANOPY SIMULATED LIDAR WAVEFORMS FOR THE ANALYSIS OF LIGHT PROPAGATION THROUGH A TREE CANOPY Angela M. Kim and Richard C. Olsen Remote Sensing Center Naval Postgraduate School 1 University Circle Monterey, CA

More information

Calibration of HY-2A Satellite Scatterometer with Ocean and Considerations of Calibration of CFOSAT Scatterometer

Calibration of HY-2A Satellite Scatterometer with Ocean and Considerations of Calibration of CFOSAT Scatterometer Calibration of HY-2A Satellite Scatterometer with Ocean and Considerations of Calibration of CFOSAT Scatterometer Xiaolong Dong, Jintai Zhu, Risheng Yun and Di Zhu CAS Key Laboratory of Microwave Remote

More information

New Results on the Omega-K Algorithm for Processing Synthetic Aperture Radar Data

New Results on the Omega-K Algorithm for Processing Synthetic Aperture Radar Data New Results on the Omega-K Algorithm for Processing Synthetic Aperture Radar Data Matthew A. Tolman and David G. Long Electrical and Computer Engineering Dept. Brigham Young University, 459 CB, Provo,

More information

Mission Status and Data Availability: TanDEM-X

Mission Status and Data Availability: TanDEM-X Mission Status and Data Availability: TanDEM-X Irena Hajnsek, Thomas Busche, Alberto Moreira & TanDEM-X Team Microwaves and Radar Institute, German Aerospace Center irena.hajnsek@dlr.de 26-Jan-2009 Outline

More information

Airborne LiDAR Data Acquisition for Forestry Applications. Mischa Hey WSI (Corvallis, OR)

Airborne LiDAR Data Acquisition for Forestry Applications. Mischa Hey WSI (Corvallis, OR) Airborne LiDAR Data Acquisition for Forestry Applications Mischa Hey WSI (Corvallis, OR) WSI Services Corvallis, OR Airborne Mapping: Light Detection and Ranging (LiDAR) Thermal Infrared Imagery 4-Band

More information

AN ANALYSIS OF ITERATIVE ALGORITHMS FOR IMAGE RECONSTRUCTION FROM SATELLITE EARTH REMOTE SENSING DATA Matthew H Willis Brigham Young University, MERS Laboratory 459 CB, Provo, UT 8462 8-378-4884, FAX:

More information

Revision History. Applicable Documents

Revision History. Applicable Documents Revision History Version Date Revision History Remarks 1.0 2011.11-1.1 2013.1 Update of the processing algorithm of CAI Level 3 NDVI, which yields the NDVI product Ver. 01.00. The major updates of this

More information

Quantifying the Dynamic Ocean Surface Using Underwater Radiometric Measurements

Quantifying the Dynamic Ocean Surface Using Underwater Radiometric Measurements DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Quantifying the Dynamic Ocean Surface Using Underwater Radiometric Measurements Dick K.P. Yue Center for Ocean Engineering

More information

The Staggered SAR Concept: Imaging a Wide Continuous Swath with High Resolution

The Staggered SAR Concept: Imaging a Wide Continuous Swath with High Resolution The Staggered SAR Concept: Imaging a Wide Continuous Swath with High Resolution Michelangelo Villano *, Gerhard Krieger *, Alberto Moreira * * German Aerospace Center (DLR), Microwaves and Radar Institute

More information

Sentinel-1 Toolbox. TOPS Interferometry Tutorial Issued May 2014

Sentinel-1 Toolbox. TOPS Interferometry Tutorial Issued May 2014 Sentinel-1 Toolbox TOPS Interferometry Tutorial Issued May 2014 Copyright 2015 Array Systems Computing Inc. http://www.array.ca/ https://sentinel.esa.int/web/sentinel/toolboxes Interferometry Tutorial

More information

MULTI-TEMPORAL SAR DATA FILTERING FOR LAND APPLICATIONS. I i is the estimate of the local mean backscattering

MULTI-TEMPORAL SAR DATA FILTERING FOR LAND APPLICATIONS. I i is the estimate of the local mean backscattering MULTI-TEMPORAL SAR DATA FILTERING FOR LAND APPLICATIONS Urs Wegmüller (1), Maurizio Santoro (1), and Charles Werner (1) (1) Gamma Remote Sensing AG, Worbstrasse 225, CH-3073 Gümligen, Switzerland http://www.gamma-rs.ch,

More information

Synthetic Aperture Radar Modeling using MATLAB and Simulink

Synthetic Aperture Radar Modeling using MATLAB and Simulink Synthetic Aperture Radar Modeling using MATLAB and Simulink Naivedya Mishra Team Lead Uurmi Systems Pvt. Ltd. Hyderabad Agenda What is Synthetic Aperture Radar? SAR Imaging Process Challenges in Design

More information

A simple program for attenuation of source-generated linear noise in 3D seismic data

A simple program for attenuation of source-generated linear noise in 3D seismic data A simple program for attenuation of source-generated linear noise in 3D seismic data Zhengsheng Yao, Valentina Khatchatrian, and Randy Kolesar Schlumberger Summary Researchers have devoted significant

More information

Scanner Parameter Estimation Using Bilevel Scans of Star Charts

Scanner Parameter Estimation Using Bilevel Scans of Star Charts ICDAR, Seattle WA September Scanner Parameter Estimation Using Bilevel Scans of Star Charts Elisa H. Barney Smith Electrical and Computer Engineering Department Boise State University, Boise, Idaho 8375

More information

GEOG 4110/5100 Advanced Remote Sensing Lecture 4

GEOG 4110/5100 Advanced Remote Sensing Lecture 4 GEOG 4110/5100 Advanced Remote Sensing Lecture 4 Geometric Distortion Relevant Reading: Richards, Sections 2.11-2.17 Review What factors influence radiometric distortion? What is striping in an image?

More information

University of Technology Building & Construction Department / Remote Sensing & GIS lecture

University of Technology Building & Construction Department / Remote Sensing & GIS lecture 5. Corrections 5.1 Introduction 5.2 Radiometric Correction 5.3 Geometric corrections 5.3.1 Systematic distortions 5.3.2 Nonsystematic distortions 5.4 Image Rectification 5.5 Ground Control Points (GCPs)

More information

SAR Interferometry. Dr. Rudi Gens. Alaska SAR Facility

SAR Interferometry. Dr. Rudi Gens. Alaska SAR Facility SAR Interferometry Dr. Rudi Gens Alaska SAR Facility 2 Outline! Relevant terms! Geometry! What does InSAR do?! Why does InSAR work?! Processing chain " Data sets " Coregistration " Interferogram generation

More information

RECOMMENDATION ITU-R P DIGITAL TOPOGRAPHIC DATABASES FOR PROPAGATION STUDIES. (Question ITU-R 202/3)

RECOMMENDATION ITU-R P DIGITAL TOPOGRAPHIC DATABASES FOR PROPAGATION STUDIES. (Question ITU-R 202/3) Rec. ITU-R P.1058-1 1 RECOMMENDATION ITU-R P.1058-1 DIGITAL TOPOGRAPHIC DATABASES FOR PROPAGATION STUDIES (Question ITU-R 202/3) Rec. ITU-R P.1058-1 (1994-1997) The ITU Radiocommunication Assembly, considering

More information

Practical Session Instructions. Soil Moisture Retrieval

Practical Session Instructions. Soil Moisture Retrieval Practical Session Instructions Soil Moisture Retrieval Prof. Bob Su & M.Sc. Lichun Wang ITC, The Netherlands (July 2013) Practical on analysis of soil moisture products Objectives: To retrieve the soil

More information

SEA SURFACE SPEED FROM TERRASAR-X ATI DATA

SEA SURFACE SPEED FROM TERRASAR-X ATI DATA SEA SURFACE SPEED FROM TERRASAR-X ATI DATA Matteo Soccorsi (1) and Susanne Lehner (1) (1) German Aerospace Center, Remote Sensing Technology Institute, 82234 Weßling, Germany, Email: matteo.soccorsi@dlr.de

More information

ARTIFICIAL SCATTERERS FOR S.A.R. INTERFEROMETRY

ARTIFICIAL SCATTERERS FOR S.A.R. INTERFEROMETRY ARTIFICIAL SCATTERERS FOR S.A.R. INTERFEROMETRY Parizzi A. (1), Perissin D. (1), Prati C. (1), Rocca F. (1) (1) Politecnico di Milano, Via Ponzio 34/5, 20133 Milano, Italy ABSTRACT. The evaluation of land

More information

Processing techniques for a GNSS-R scatterometric remote sensing instrument

Processing techniques for a GNSS-R scatterometric remote sensing instrument Processing techniques for a GNSS-R scatterometric remote sensing instrument Philip J. Jales (1) Martin Unwin (2) Craig Underwood (1) (1) Surrey Space Centre, University Of Surrey, UK (2) Satellite Technology

More information

Effects of multi-scale velocity heterogeneities on wave-equation migration Yong Ma and Paul Sava, Center for Wave Phenomena, Colorado School of Mines

Effects of multi-scale velocity heterogeneities on wave-equation migration Yong Ma and Paul Sava, Center for Wave Phenomena, Colorado School of Mines Effects of multi-scale velocity heterogeneities on wave-equation migration Yong Ma and Paul Sava, Center for Wave Phenomena, Colorado School of Mines SUMMARY Velocity models used for wavefield-based seismic

More information

VALIDATION OF ENVISAT RADAR ALTIMETRY WITHIN THE OSCAR PROJECT

VALIDATION OF ENVISAT RADAR ALTIMETRY WITHIN THE OSCAR PROJECT VALIDATION OF ENVISAT RADAR ALTIMETRY WITHIN THE OSCAR PROJECT F. Blarel, B. Legresy and F. Remy LEGOS, CNRS, 14 Avenue Edouard Belin, 31400 Toulouse, FRANCE, Email:blarel@legos.obs-mip.fr ABSTRACT The

More information

Design, Implementation and Performance Evaluation of Synthetic Aperture Radar Signal Processor on FPGAs

Design, Implementation and Performance Evaluation of Synthetic Aperture Radar Signal Processor on FPGAs Design, Implementation and Performance Evaluation of Synthetic Aperture Radar Signal Processor on FPGAs Hemang Parekh Masters Thesis MS(Computer Engineering) University of Kansas 23rd June, 2000 Committee:

More information

Reprocessing of Suomi NPP CrIS SDR and Impacts on Radiometric and Spectral Long-term Accuracy and Stability

Reprocessing of Suomi NPP CrIS SDR and Impacts on Radiometric and Spectral Long-term Accuracy and Stability Reprocessing of Suomi NPP CrIS SDR and Impacts on Radiometric and Spectral Long-term Accuracy and Stability Yong Chen *1, Likun Wang 1, Denis Tremblay 2, and Changyong Cao 3 1.* University of Maryland,

More information

Timelapse ERT inversion approaches and their applications

Timelapse ERT inversion approaches and their applications Timelapse ERT inversion approaches and their applications THOMAS GÜNTHER Leibniz-Institute for Applied Geophysics (LIAG), Hannover, Germany. thomas.guenther@liag-hannover.de Introduction Aim of timelapse

More information

SURFEX LDAS March 2012

SURFEX LDAS March 2012 SURFEX LDAS March 2012 Alina Barbu Combined assimilation of satellite-derived soil moisture and LAI 2 Motivation of our work GEOLAND 2 project Land Carbon Information Service (LCIS) on vegetation/land

More information

Analysis Ready Data For Land

Analysis Ready Data For Land Analysis Ready Data For Land Product Family Specification Optical Surface Reflectance (CARD4L-OSR) Document status For Adoption as: Product Family Specification, Surface Reflectance, Working Draft (2017)

More information

Repeat-pass SAR Interferometry Experiments with Gaofen-3: A Case Study of Ningbo Area

Repeat-pass SAR Interferometry Experiments with Gaofen-3: A Case Study of Ningbo Area Repeat-pass SAR Interferometry Experiments with Gaofen-3: A Case Study of Ningbo Area Tao Zhang, Xiaolei Lv, Bing Han, Bin Lei and Jun Hong Key Laboratory of Technology in Geo-spatial Information Processing

More information

Lecture 7: Most Common Edge Detectors

Lecture 7: Most Common Edge Detectors #1 Lecture 7: Most Common Edge Detectors Saad Bedros sbedros@umn.edu Edge Detection Goal: Identify sudden changes (discontinuities) in an image Intuitively, most semantic and shape information from the

More information

Spatial Analysis and Modeling (GIST 4302/5302) Guofeng Cao Department of Geosciences Texas Tech University

Spatial Analysis and Modeling (GIST 4302/5302) Guofeng Cao Department of Geosciences Texas Tech University Spatial Analysis and Modeling (GIST 4302/5302) Guofeng Cao Department of Geosciences Texas Tech University 1 Outline of This Week Last topic, we learned: Spatial autocorrelation of areal data Spatial regression

More information

Study of the Effects of Target Geometry on Synthetic Aperture Radar Images using Simulation Studies

Study of the Effects of Target Geometry on Synthetic Aperture Radar Images using Simulation Studies Study of the Effects of Target Geometry on Synthetic Aperture Radar Images using Simulation Studies K. Tummala a,*, A. K. Jha a, S. Kumar b a Geoinformatics Dept., Indian Institute of Remote Sensing, Dehradun,

More information

An Observatory for Ocean, Climate and Environment. SAC-D/Aquarius. MWR Geometric Correction Algorithms. Felipe Madero

An Observatory for Ocean, Climate and Environment. SAC-D/Aquarius. MWR Geometric Correction Algorithms. Felipe Madero An Observatory for Ocean, Climate and Environment SAC-D/Aquarius MWR Geometric Correction Algorithms Felipe Madero 7th Aquarius SAC-D Science Meeting Buenos Aires 1 April 11-13, 2012 Geometric Processing

More information

DEVELOPMENT OF A TOOL FOR OFFSHORE WIND RESOURCE ASSESSMENT FOR WIND INDUSTRY

DEVELOPMENT OF A TOOL FOR OFFSHORE WIND RESOURCE ASSESSMENT FOR WIND INDUSTRY DEVELOPMENT OF A TOOL FOR OFFSHORE WIND RESOURCE ASSESSMENT FOR WIND INDUSTRY Alberto Rabaneda Dr. Matthew Stickland University of Strathclyde Mechanical and Aerospace Engineering Department Wind resource

More information

AMBIGUOUS PSI MEASUREMENTS

AMBIGUOUS PSI MEASUREMENTS AMBIGUOUS PSI MEASUREMENTS J. Duro (1), N. Miranda (1), G. Cooksley (1), E. Biescas (1), A. Arnaud (1) (1). Altamira Information, C/ Còrcega 381 387, 2n 3a, E 8037 Barcelona, Spain, Email: javier.duro@altamira

More information

Background and Accuracy Analysis of the Xfactor7 Table: Final Report on QuikScat X Factor Accuracy

Background and Accuracy Analysis of the Xfactor7 Table: Final Report on QuikScat X Factor Accuracy Brigham Young University Department of Electrical and Computer Engineering 9 Clyde Building Provo, Utah 86 Background and Accuracy Analysis of the Xfactor7 Table: Final Report on QuikScat X Factor Accuracy

More information

Calibration of SMOS geolocation biases

Calibration of SMOS geolocation biases Calibration of SMOS geolocation biases F. Cabot, Y. Kerr, Ph Waldteufel CBSA AO-3282 Introduction Why is geolocalisation accuracy critical? Where do inaccuracies come from? General method for localisation

More information

Interactive comment on Quantification and mitigation of the impact of scene inhomogeneity on Sentinel-4 UVN UV-VIS retrievals by S. Noël et al.

Interactive comment on Quantification and mitigation of the impact of scene inhomogeneity on Sentinel-4 UVN UV-VIS retrievals by S. Noël et al. Atmos. Meas. Tech. Discuss., www.atmos-meas-tech-discuss.net/5/c741/2012/ Author(s) 2012. This work is distributed under the Creative Commons Attribute 3.0 License. Atmospheric Measurement Techniques Discussions

More information

Interactive comment on Quantification and mitigation of the impact of scene inhomogeneity on Sentinel-4 UVN UV-VIS retrievals by S. Noël et al.

Interactive comment on Quantification and mitigation of the impact of scene inhomogeneity on Sentinel-4 UVN UV-VIS retrievals by S. Noël et al. Atmos. Meas. Tech. Discuss., 5, C741 C750, 2012 www.atmos-meas-tech-discuss.net/5/c741/2012/ Author(s) 2012. This work is distributed under the Creative Commons Attribute 3.0 License. Atmospheric Measurement

More information

BUILT-UP AREAS MAPPING AT GLOBAL SCALE BASED ON ADAPATIVE PARAMETRIC THRESHOLDING OF SENTINEL-1 INTENSITY & COHERENCE TIME SERIES

BUILT-UP AREAS MAPPING AT GLOBAL SCALE BASED ON ADAPATIVE PARAMETRIC THRESHOLDING OF SENTINEL-1 INTENSITY & COHERENCE TIME SERIES BUILT-UP AREAS MAPPING AT GLOBAL SCALE BASED ON ADAPATIVE PARAMETRIC THRESHOLDING OF SENTINEL-1 INTENSITY & COHERENCE TIME SERIES M. Chini, R. Pelich, R. Hostache, P. Matgen MultiTemp 2017 June 27-29,

More information

Document NWPSAF_MO_VS_051 Version /7/15. MFASIS - a fast radiative transfer method for the visible spectrum Leonhard Scheck.

Document NWPSAF_MO_VS_051 Version /7/15. MFASIS - a fast radiative transfer method for the visible spectrum Leonhard Scheck. Document NWPSAF_MO_VS_051 Version 1.0 10/7/15 MFASIS - a fast radiative transfer method for the visible spectrum Leonhard Scheck. MFASIS - a fast radiative transfer method for the visible spectrum Doc

More information

CLASSIFICATION OF NONPHOTOGRAPHIC REMOTE SENSORS

CLASSIFICATION OF NONPHOTOGRAPHIC REMOTE SENSORS CLASSIFICATION OF NONPHOTOGRAPHIC REMOTE SENSORS PASSIVE ACTIVE DIGITAL CAMERA THERMAL (e.g. TIMS) VIDEO CAMERA MULTI- SPECTRAL SCANNERS VISIBLE & NIR MICROWAVE HYPERSPECTRAL (e.g. AVIRIS) SLAR Real Aperture

More information

Spatial Interpolation & Geostatistics

Spatial Interpolation & Geostatistics (Z i Z j ) 2 / 2 Spatial Interpolation & Geostatistics Lag Lag Mean Distance between pairs of points 1 Tobler s Law All places are related, but nearby places are related more than distant places Corollary:

More information

Airborne Laser Scanning: Remote Sensing with LiDAR

Airborne Laser Scanning: Remote Sensing with LiDAR Airborne Laser Scanning: Remote Sensing with LiDAR ALS / LIDAR OUTLINE Laser remote sensing background Basic components of an ALS/LIDAR system Two distinct families of ALS systems Waveform Discrete Return

More information

REGISTRATION OF AIRBORNE LASER DATA TO SURFACES GENERATED BY PHOTOGRAMMETRIC MEANS. Y. Postolov, A. Krupnik, K. McIntosh

REGISTRATION OF AIRBORNE LASER DATA TO SURFACES GENERATED BY PHOTOGRAMMETRIC MEANS. Y. Postolov, A. Krupnik, K. McIntosh REGISTRATION OF AIRBORNE LASER DATA TO SURFACES GENERATED BY PHOTOGRAMMETRIC MEANS Y. Postolov, A. Krupnik, K. McIntosh Department of Civil Engineering, Technion Israel Institute of Technology, Haifa,

More information

Course Outline (1) #6 Data Acquisition for Built Environment. Fumio YAMAZAKI

Course Outline (1) #6 Data Acquisition for Built Environment. Fumio YAMAZAKI AT09.98 Applied GIS and Remote Sensing for Disaster Mitigation #6 Data Acquisition for Built Environment 9 October, 2002 Fumio YAMAZAKI yamazaki@ait.ac.th http://www.star.ait.ac.th/~yamazaki/ Course Outline

More information

Ultrasonic Multi-Skip Tomography for Pipe Inspection

Ultrasonic Multi-Skip Tomography for Pipe Inspection 18 th World Conference on Non destructive Testing, 16-2 April 212, Durban, South Africa Ultrasonic Multi-Skip Tomography for Pipe Inspection Arno VOLKER 1, Rik VOS 1 Alan HUNTER 1 1 TNO, Stieltjesweg 1,

More information

Sentinel-1 Toolbox. Interferometry Tutorial Issued March 2015 Updated August Luis Veci

Sentinel-1 Toolbox. Interferometry Tutorial Issued March 2015 Updated August Luis Veci Sentinel-1 Toolbox Interferometry Tutorial Issued March 2015 Updated August 2016 Luis Veci Copyright 2015 Array Systems Computing Inc. http://www.array.ca/ http://step.esa.int Interferometry Tutorial The

More information

Summary. Introduction

Summary. Introduction Chris Davison*, Andrew Ratcliffe, Sergio Grion (CGGeritas), Rodney Johnston, Carlos Duque, Jeremy Neep, Musa Maharramov (BP). Summary Azimuthal velocity models for HTI (Horizontal Transverse Isotropy)

More information

(x, y, z) m 2. (x, y, z) ...] T. m 2. m = [m 1. m 3. Φ = r T V 1 r + λ 1. m T Wm. m T L T Lm + λ 2. m T Hm + λ 3. t(x, y, z) = m 1

(x, y, z) m 2. (x, y, z) ...] T. m 2. m = [m 1. m 3. Φ = r T V 1 r + λ 1. m T Wm. m T L T Lm + λ 2. m T Hm + λ 3. t(x, y, z) = m 1 Class 1: Joint Geophysical Inversions Wed, December 1, 29 Invert multiple types of data residuals simultaneously Apply soft mutual constraints: empirical, physical, statistical Deal with data in the same

More information

LIDAR MAPPING FACT SHEET

LIDAR MAPPING FACT SHEET 1. LIDAR THEORY What is lidar? Lidar is an acronym for light detection and ranging. In the mapping industry, this term is used to describe an airborne laser profiling system that produces location and

More information

ifp Universität Stuttgart Performance of IGI AEROcontrol-IId GPS/Inertial System Final Report

ifp Universität Stuttgart Performance of IGI AEROcontrol-IId GPS/Inertial System Final Report Universität Stuttgart Performance of IGI AEROcontrol-IId GPS/Inertial System Final Report Institute for Photogrammetry (ifp) University of Stuttgart ifp Geschwister-Scholl-Str. 24 D M. Cramer: Final report

More information

Spatial Interpolation - Geostatistics 4/3/2018

Spatial Interpolation - Geostatistics 4/3/2018 Spatial Interpolation - Geostatistics 4/3/201 (Z i Z j ) 2 / 2 Spatial Interpolation & Geostatistics Lag Distance between pairs of points Lag Mean Tobler s Law All places are related, but nearby places

More information

Scene Matching on Imagery

Scene Matching on Imagery Scene Matching on Imagery There are a plethora of algorithms in existence for automatic scene matching, each with particular strengths and weaknesses SAR scenic matching for interferometry applications

More information

The 2017 InSAR package also provides support for the generation of interferograms for: PALSAR-2, TanDEM-X

The 2017 InSAR package also provides support for the generation of interferograms for: PALSAR-2, TanDEM-X Technical Specifications InSAR The Interferometric SAR (InSAR) package can be used to generate topographic products to characterize digital surface models (DSMs) or deformation products which identify

More information

Validation of aspects of BeamTool

Validation of aspects of BeamTool Vol.19 No.05 (May 2014) - The e-journal of Nondestructive Testing - ISSN 1435-4934 www.ndt.net/?id=15673 Validation of aspects of BeamTool E. GINZEL 1, M. MATHESON 2, P. CYR 2, B. BROWN 2 1 Materials Research

More information

Post conversion of Lidar data on complex terrains

Post conversion of Lidar data on complex terrains Post conversion of Lidar data on complex terrains Stéphane SANQUER (1), Alex WOODWARD (2) (1) Meteodyn (2) ZephIR Lidar 1. Introduction Data from remote sensing devices (RSD) are now widely accepted for

More information