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  • 1
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    GPS solutions 3 (2000), S. 44-48 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The global positioning system (GPS) is used increasingly to control horizontal and vertical displacement of large civil constructions. The displacements can occur over varius time scales. For example, in case of the loading test of a bridge, the time span between measurements is on the order of 30 min. The achievable precision in the vertical component and its relation to residual multiplath effects become critically important in such aaplications. A multipath-to-noise ratio (MNR) on individual satellites is introduced to quantify the multipath effects. © 2000 John Wiley & Sons, Inc.
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  • 2
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    GPS solutions 3 (2000), S. 65-68 
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    Source: Springer Online Journal Archives 1860-2000
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  • 3
    ISSN: 1521-1886
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    Notes: In this article, initial results are presented of a method to improve fast carrier phase ambiguity resolution over longer baselines (with lengths up to about 200 km). The ionospheric delays in the global positioning system (GPS) data of these long baselines mainly hamper successful integer ambiguity resolution, a prerequisite to obtain precise positions within very short observation time spans. A way to correct the data for significant ionospheric effects is to have a GPS user operate within an active or permanently operating network use ionospheric estimates from this network. A simple way to do so is to interpolate these ionospheric estimates based on the expected spatial behaviour of the ionospheric delays. In this article such a technique is demonstrated for the Dutch Active Control Network (AGRS.NL). One hour of data is used from 4 of the 5 reference stations to obtain very precise ionospheric corrections after fixing of the integer ambiguities within this network. This is no problem because of the relatively long observation time span and known positions of the stations of the AGRS.NL. Next these interpolated corrections are used to correct the GPS data from the fifth station for its ionospheric effects. Initial conclusions about the performance of this technique are drawn in terms of improvement of integer ambiguity resolution for this baseline. © 1999 John Wiley & Sons, Inc.
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  • 4
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    GPS solutions 3 (2000), S. 69-69 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
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  • 5
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    GPS solutions 3 (2000), S. 58-64 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: Since global positioning system (GPS) measurements are ranges (code) and biased ranges (carrier), it seems natural to model them as ranges and determine the biases. This is particularly compelling since the double-difference range biases turn out to be integers. At some level there is also an elegance, perhaps therefore a naturalness, to modeling the carrier measurements as time differences of double differences. While something is lost something else is gained. Here we apply the proven delayed-state Kalman filter to processing carrier phase measurements as triple differences. In practice we process these triple differences along with double-difference code measurements. We also treat the measurement error as, mostly, Gauss-Markov states to be determined. Many of the details are discussed and experimental results are included. These demonstrate that excellent performance can be obtained if the Kalman filter modeling is done carefully. © 2000 John Wiley & Sons, Inc.
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  • 6
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    GPS solutions 3 (2000), S. 75-77 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 7
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    GPS solutions 3 (2000), S. 1-9 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: A third civil frequency at 1176.45 MHz will be added to the Global Positioning System (GPS). This new frequency will bring a number of benefits. The aviation user will be one of the prime beneficiaries because the new frequency is in a protected aviation band. Thus, the system will be more robust against interference and jamming. The carrier-phase differential user will also be a prime beneficiary as long as his application has a reasonably short baseline. It is this high accuracy use that is explored in some depth. The process of forming linear combinations of both the code and carrier-phase measurements is studied, and the benefits and problems are explained. © 2000 John Wiley & Sons, Inc.
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  • 8
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    GPS solutions 3 (2000), S. 70-74 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The ionospheric range delay is highly variable both in space and in time. The ionospheric correlation distance is defined as the distance over which a measurement of the difference from monthly mean ionospheric range delay at one location can be used to determine the difference from mean conditions at a second location. The percentage improvement required is dependent upon the actual correlation coefficient, which must be relatively large to produce a significant improvement over differences from average conditions at two stations. Results of studies of the correlation distance show that, in order to obtain even a 28% improvement over monthly median conditions, the measurement location must be within approximately 3,000 km in longitude or 1,800 km in latitude from the location where the update from monthly mean conditions is required, at least in the mid-latitude region. Another study showed that, in order to be able to determine an improvement of 1 m in ionospheric range delay from average ionospheric conditions at a location remote from where the actual measurement of range delay is made, the measurement must be within approximately 500 km of that location. © 2000 John Wiley & Sons, Inc.
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  • 9
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    GPS solutions 3 (2000), S. 24-34 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: At the Delft University of Technology (DUT), the data of six stations participating in the first international GLONASS (Global Navigation Satellite System, the Russian counterpart of GPS) tracking campaign, IGEX-98, were analyzed with integrity monitoring software. The software was developed at the Department of Mathematical Geodesy and Positioning of DUT. The main function of this software is to detect slips and outliers in phase and code observations in real time. In addition, the software also allowe the validation of the information contained in the broadcast navigation messages. The results of the IGEX-98 data analyses will be presented in a three-part series. In this second part of the series, GLONASS outlier and slip statistics will be discussed in detail. The first part was concerned with the availability of GLONASS observations, while in the third one the broadcast navigation message validation results will be considered. © 2000 John Wiley & Sons, Inc.
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  • 10
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    GPS solutions 3 (2000), S. 35-38 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The forthcoming World Radiocommunication Conference (WRC) will deal with frequency allocation and protection issues that are of fundamental importance to GNSS (Global Navigation Satellite System) and GPS (Global Positioning System), which is a component of GNSS. In many countries, GPS L1 and L2 are not protected, and much needs to be done to obtain a frequency allocation for GPS L5. A brief explanation of the International Telecommunication Union (ITU) and how it can impact satellite navigation at its World Radiocommunication Conference in 2000 (WRC-2000) is provided. © 2000 John Wiley & Sons, Inc.
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  • 11
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    GPS solutions 3 (2000), S. 39-47 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: Positioning and navigation – as are presently possible with the American Global Positioning System (GPS) and the Russian GLONASS system – is briefly reviewed. Deficiencies, which have led to augmentations like the European Geostationary Navigation Overlay System (EGNOS), are outlined. Europe's decision to get involved in the definition and possible set-up of a Global Navigation Satellite System (GNSS) of the second generation (GNSS-2), called Galileo, is discussed in detail as well as the GPS modernization program that might take place during the sample phase. Finally, some brief thoughts on the benefit of GNSS-2 for geodesy and surveying are given. © 2000 John Wiley & Sons, Inc.
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  • 12
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    GPS solutions 3 (2000), S. 10-23 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The International GLONASS Experiment 1998 (IGEX-98) was the first international tracking campaign of the Russian counterpart to the Global Positioning System (GPS), GLONASS. Started in October 1998, the campaign was originally scheduled to last for three months. However, the launch of additional GLONASS satellites and a widespread enthusiasm among the participants led to an indefinite continuation of the campaign on a “best effort” basis. At the Delft University of Technology, the data of six IGEX-98 stations have been analyzed in detail with integrity monitoring software, developed at the Department of Mathematical Geodesy and Positioning of the University. The software aims to detect outliers and slips in code and phase observations in real time. In addition, the software also allows the validation of the information contained in the broadcast navigation messages. The results of the IGEX-98 data analyses will be presented in a three-part series. In the second part, GLONASS outlier and slips statistics will be discussed, while in the third part the anomaly detection results of the GLONASS and GPS messages will be shown. In this first part of the series, however, the most basic of all statistics will be considered: a simple day-to-day count of the number of GLONASS and GPS observations. Although simple, this statistic yields a surprising amount of information both on the availability of the GLONASS satellites and on the peculiarities of some of the receiver makes participating in the IGEX-98 campaign. © 2000 John Wiley & Sons, Inc.
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  • 13
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    GPS solutions 3 (2000), S. 48-57 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The Federal Aviation Administration (FAA) is developing the wide-area augmentation system (WAAS) to supplement the Global Positioning System (GPS) and serve as a single en-route navigation aid. The program traveled a rocky road so far. We compare the original concept of WAAS with its current scaled down version, analyze the changed perspectives with respect to the utility of GPS for air navigation and the concomitant role of WAAS, and explore the future of GPS/WAAS. © 2000 John Wiley & Sons, Inc.
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  • 14
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    GPS solutions 3 (2000), S. 70-70 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
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  • 15
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    GPS solutions 3 (2000), S. 58-64 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: There are various applications in which a Global Positioning System (GPS) sensor only down-converts and digitizes the received GPS signal and sends the digitized data to a processor, where the processor software performs all the correlation, search/track operations, navigation solution, and so on. Among the applications are military and commercial ones (e. g., GPS(Communication handheld sets, people tracking systems). A major problem with the Software GPS Receiver is the large computing resources required for correlation or acquisition of the GPS signal. In this article, several possible approaches for reducing computing resources will be introduced and analyzed. It will be shown that the performance of the GPS software design strongly depends on the features of the computer hardware. Implementations will be described on the TMS320C6201 processor and the Pentium II. Experimental results will be demonstrated by processing of real GPS signals. A complete 16-channel GPS receiver was implemented on the single TMS320C6201 processor in real-time mode and on the Pentium II processor with a duty cycle of about 50%. © 2000 John Wiley & Sons, Inc.
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  • 16
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    GPS solutions 3 (2000), S. 65-69 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The law affects the Global Positioning System (GPS) industry both on a macro and on a micro level. On a macro level, issues such as future regulation of telematics, frequency spectrum allocation, and international agreements will shape the future of the industry. On a micro level, GPS companies can benefit from knowledge of legal pitfalls common in the high technology arena. Many thanks to Ingrid Lagarrigue, a French aviation and space lawyer specializing in Global Navigation Satellite legal issues, for her assistance and comments. © 2000 John Wiley & Sons, Inc.
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  • 17
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    GPS solutions 3 (2000), S. 71-74 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
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  • 18
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    GPS solutions 3 (2000), S. 80-82 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
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  • 19
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    GPS solutions 4 (2000), S. 1-1 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
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  • 20
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: A number of statistic Global Positioning System (GPS) measurement campaigns have been made on a floating Antarctic ice shelf, the Amery Ice Shelf, as part of ongoing glaciological studies designed to investigate the ice shelf dynamics, grounding zone definition, and ice shelf strain. Such studies ar fundamental to improving out knowledge of the Antarctic ice-sheet mass balance and dynamical models of ice sheet/ocean interaction. This article describes two techniques used to process the statistic GPS data. One approach uses a segmented version of the classical static methodology, and the other approach adopts a new sequential processing technique. Both approaches yield similar results for the station coordinates and demonstrate the potential of GPS for extracting the tidal signal on the ice shelves and giving information on the dynamical motion of the ice sheet. To verify our results for the vertical component, we compare the ice shelf GPS tidal signal with a tidal model derived from tide gauge measurements at nearby Beaver Lake. Comparison of the GPS results with the tide model give good agreement in amplitude at the few cm level (GPS results always larger) but clearly shows evidence of phase propagation of the ocean tidal wave under the ice shelf. Improving the resolution of the tides over the ice shelves will be of tremendous benefit for future satellite missions, such as Ice, Cloud and Land Elevation Satellite (ICESAT), and the integrated use of GPS and satellite data will be fundamental for any on-going Antarctic ice sheet mass balance studies. © 2000 John Wiley & Sons, Inc.
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  • 21
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    GPS solutions 4 (2000), S. 13-20 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: A new computer-aided design (CAD) program called Falcon 3.0 has been created to simulate and evaluate receiver designs. This CAD tool aims to solve tasks at the design stage of navigation receivers that operate with signals from Navigational Satellite Time and Ranging (NAVSTAR) and Global Navigational Satellite System (GLONASS). Specific tasks include: · Defining the receiver frequency plan (frequencies of oscillators and filters that guarantee accuracy of the receiver) · Specifying parameters for the digital processing of received signal · Computing interpath and interchannel biases · Computing statistical characteristics of correlation signals I, Q, dl, and dQ · Calculating noise and multipath errors of measurements · Determeining energy losses This CAD tool has been used in the design of receivers such as Javad Positioning Systems (JPS) Legacy, Regency, Odyssey, and Eurocard and in the prediction of their accuracy. It has been shown that experimental and predicted data agree well. © 2000 John Wiley & Sons, Inc.
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  • 22
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    GPS solutions 4 (2000), S. 21-33 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The recent development of low-cost, high-precision oscillators has allowed many applications in various fields to become financially feasible. The stability of an oscillator is ultimatively what determines its usefulness for a certain application, and is therefore desirable to quantify. Current methods of evaluating stability require a direct comparison of the oscillator under test (OUT) with amore stable reference oscillator, the cost of which often offsets the initial benefit of a low-cost device. However, a relatively inexpensive Global Positioning System (GPS) receiver is capable of exploiting the highly stable GPS time scale, thus obviating the need for an expensive reference oscillator. By allowing the OUT to drive a GPS receiver, and processing the data with precise GPS orbits and clock corrections to eliminate the effects of selective availability (SA), the time series of computed clock offsets provides a measure of the oscillator's stability relative to GPS time. The use of GPS for assessing clock stability in the time domain is evaluated herein via the computation of Allan variance values. Performance of one rubidium and three ovenized crystal oscillator are investigated. Results show the method is limited to time intervals less than about two seconds or longer than about 300 seconds, where the effects of measurement noise and residual SA is less pronounced. © 2000 John Wiley & Sons, Inc.
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  • 23
    ISSN: 1521-1886
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: Patricia Doherty joins the regular contributors of this column to discuss the correlation between measurements of solar 10.7 cm radio flux and ionospheric range delay effects on GPS. Mrs. Doherty has extensive experience in the analysis of ionospheric range delays from worldwide systems and in the utilization and development of analytical and theoretical models of the Earth's ionosphere. Ionospheric range delay effects on GPS and other satellite ranging systems are directly proportional to the Total Electron Content (TEC) encountered along slant paths from a satellite to a ground location. TEC is a highly variable and complex parameer that is a function of geographic location, local time, season, geomagnetic activity, and solar activity. When insufficiently accounted for, ionospheric TEC can seriously limit the performance of satellite ranging applications. Since the ionosphere is a dispersive medium, dual-frequency Global Positoning System (GPS) users can make automatic corrections for ionospheric range delay by computing the apparent difference in the time delays between the two signals. Single-frequency GPS users must depend on alternate methods to account for the ionospheric range delay. Various models of the ionosphere have been used to provide estimates of ionospheric range delay. These models range from the GPS system's simple eight-coefficient algorithm designed to correct for approximately 50% rms of the TEC, to state-of-the-art models derived from physical first principles, which can correct for up to 70 to 80% rms of the TEC but at a much greater computational cost. In an effort to improve corrections for the day-to-day variability of the ionosphere, some attempts have been made to predict the TEC by using the daily values of solar 10.7 cm radio flux (F10,7). The purpose of this article is to show that this type of prediction is not useful due to irregular, and sometimes very poor, correlation between daily values of TEC and F10.7. Long-term measurements of solar radio flux, however, have been shown to be well correlated with monthly mean TEC, as well as with the critical frequency of the inonospheric F2 region (foF2), which is proportional to the electron density at the peak of the ionospheric F2 region. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 14-18 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
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    Notes: Neural networks have been proposed as nonlinear filters in a variety of applications that involve nonlinear processing of input signals; examples include blind signal separation, image registration, and blind deconvolution. The Global Positioning System (GPS) navigation equations are nonlinear (quadratic) in nature, and a direct closed form solution of the GPS navigation equations does not exist. This article presents a new approach to solving the GPS pseudorange equations using three-layer neural networks. A three-layer radial basis function (RBF) neural network is designed, which solves the non-linear GPS pseudorange equations directly as opposed to the linear least squares or extended Kalman filter approaches in traditional GPS receivers. For training the neural network, a carefully selected cost function is minimized using a variation of the classical conjugate gradient algorithm such that training time for the neural network is reasonable. Simulations have been performed at SiRF Technology Inc. that show stable behavior even under bad geometry conditions where the traditional recursive least squares and extended Kalman filter approaches show high sensitivity to measurement errors. Under good geometry conditions the neural network solution shows slightly improved noise performance compared to the expected performance of traditional leas squares solution. Simulations have been performed with additive white Gaussian noise and correlated noise models to evaluate the performance of the trained neural network. © 2000 John Wiley & Sons, Inc.
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  • 25
    ISSN: 1521-1886
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    Notes: In order to achieve to GPS solutions of first-order accuracy and integrity, carrier phase observations as well as pseudorange observations have to be adjusted with respect to a linear/linearized model. Here the problem of mixed integer-real valued parameter adjustment (IRA) is met. Indeed, integer cycle ambiguity unknowns have to be estimated and tested. At first we review the three concepts to deal with IRA: (i) DDD or triple difference observations are produced by a properly chosen difference operator and choice of basis, namely being free of integer-valued unknowns (ii) The real-valued unknown parameters are eliminated by a Gauss elimination step while the remaining integer-valued unknown parameters (initial cycle ambiguities) are determined by Quadratic Programming and (iii) a RA substitute model is firstly implemented (real-valued estimates of initial cycle ambiguities) and secondly a minimum distance map is designed which operates on the real-valued approximation of integers with respect to the integer data in a lattice. This is the place where the integer Gram-Schmidt orthogonalization by means of the LLL algorithm (modified LLL algorithm) is applied being illustrated by four examples. In particular, we prove that in general it is impossible to transform an oblique base of a lattice to an orthogonal base by Gram-Schmidt orthogonalization where its matrix enties are integer. The volume preserving Gram-Schmidt orthogonalization operator constraint to integer entries produces “almost orthogonal” bases which, in turn, can be used to produce the integer-valued unknown parameters (initial cycle ambiguities) from the LLL algorithm (modified LLL algorithm). Systematic errors generated by “almost orthogonal” lattice bases are quantified by A. K. Lenstra et al. (1982) as well as M. Pohst (1987). The solution point ${\hat z}$ of Integer Least Squares generated by the LLL algorithm is ${\hat z}$ = (L')−1[L'◯] ∈ ℤ m where L is the lower triangular Gram-Schmidt matrix rounded to nearest integers, [L], and ${\hat z}$ = [L'◯] are the nearest integers of L'◯, ◯ being the real valued approximation of z ∈ ℤ m , the m-dimensional lattice space Λ. Indeed due to “almost orthogonality” of the integer Gram-Schmidt procedure, the solution point ${\hat z}$ is only suboptimal, only close to “least squares.” © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 45-53 
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    Notes: At the Delft University of Technology (DUT), data of six stations participating in the first international GLONASS tracking campaign, IGEX-98, were analyzed with integrity monitoring software. The software was developed at the Department of Mathematical Geodesy and Positioning of DUT. The main function of the software is to detect slips and outliers in phase and code observations in real time. In addition, the software also allows the validation of the information contained in the broadcast navigation messages. The results of the IGEX-98 data analyses are presented in a three part series. In this third and final part of the series, GLONASS and GPS navigation message validation results will be discussed in detail. The first part was concerned with the availability of GLONASS observations (Jonkman & de Jong, 2000a), while in the second part, GLONASS slip and outlier statistics were considered (Jonkman & de Jong, 2000b). The discussion of the navigation message validation results concentrates on anomalies detected in the data of an IGEX-98 station in Switzerland. Data collected at this station from September 1998 to December 1999 was analyized. In all, 19 anomalies were detected by the integrity monitoring software, 8 in GLONASS messages and 11 in GPS messages. The cause of the anomalies was established by evaluating the original data files, studying official bulletins of the GLONASS and GPS ground segments, and in some cases tracing the anomaly through the complete IGEX-98 network. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 3 (2000), S. 1-3 
    ISSN: 1521-1886
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: The NMEA GGA standard for global positioning system (GPS) and GLONASS receiver interfaces provides smooth data transfer from receiver to computer for postprocessing. Specifically, the NMEA GGA specifies that the orthometric height and the undulation be listed in addition to other quantities. The Ashtech manual (Ashtech, 1997; p. 104), however, specifies that the respective field in the NMEA GGA message contains the ellipsoidal height when outputting from Ashtech's GG24 receiver. Because such an inconsistency between the official NMEA GGA specifications and the implementation by a manufacturer can potentially confuse the user, we carried out a numerical test to confirm Ashtech's implentation. The result indicates that Ashtech indeed gives the ellipsoidal height in the fielt that should actually contain the orthometric height according to the NMEA GGA specifications. Firmware version after and including GF02 have corrected this situation. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 3 (2000), S. 12-18 
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    Notes: In this article, analytic expressions are given for the minimal detectable biases (MDBs) of dual-frequency cross-correlated global positioning system (GPS) single difference code and carrier observations. They are given for three different short baseline models. (Short here implies that orbital and atmospheric uncertainties are assumed absent.) A comparison is made with the expressions for the MDBs of non-cross-correlating receivers. Finally, in order to get a better understanding of them, MDBs are visualized as a function of the parameters on which they depend, such as the number ob tracked satellites and the number of observation epochs. © 2000 John Wiley & Sons, Inc.
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    Notes: As technology matures, Real Time Kinematic (RTK) global positioning system (GPS) receivers are providing increased performance in accuracy, on-the-fly (OTF) initialization times, measurement speed, and latency. Leica's Dozer 2000 machine guidance system combines an MC1000 GPS sensor, graphic intensive guidance software, a digital terrain model, and a digital site plan. Figure 1 shows the operator's view of the system. The end results is a highly accurate, extremely responsive local navigation system. Engineers can easily upload design information onto a touch-screen machine guidance personal computer (PC) and greatly reduce earthmoving costs while simultaneously recording “as-built” inspection data. The Leica MC1000 machine control sensor is a true 10-Hz, centimeter-level-accuracy, open-architecture GPS sensor specifically designed for machine guidance and control. At the heart of the MC1000's performance are a very stable oven-controlled oscillator (3 × 10−11/s short-term stability), a low-power Intel 486-DX4-80 processor, and four user-configurable input/output (I7O) ports. Special algorithms mitigate the effects of multipath and Selective Availability (SA) while providing centimeter accuracy up to 10 times per second with only 30 milliseconds' latency. The high update rate and low latency are essential for machine guidance and control. The MC1000 GPS reference station is capable of outputting RTK and Differential GPS (DGPS) data simultaneously, providing and entire site with GPS information for machine guidance and control, tracking and dispatching of vehicles, and support of survey crews. This article describes how recent advances in technology have combined to produce the Leica Dozer 2000 – a machine guidance system that is ideal for a wide range of earthmoving and inspection applications. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 3 (2000), S. 37-43 
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    GPS solutions 3 (2000), S. 19-25 
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    Notes: A global positioning system (GPS)-based online control and alarm system (GOCA) for monitoring of three-dimensional movements has been developed at the Karlsruhe University of Technology. The GOCA hardware consists of an array of GPS sensors and communication units to be placed in the monitoring area. The hardware-dependent control software communicates with the GPS sensors and provides the GPS baseline data and covariance information to the GOCA deformation analysis software. The GOCA center, which comprises both the control software and the GOCA software, may be linked – for example, over a long distance – to another personal computer (PC) that serves as a remote control station. GOCA is able to provide the full capabilities of classical deformation analysis online (with stations grouped into stable points and moving object points). Both types of points may be occupied either continuously or over short periods at different times. The object points are determined with respect to the stable points. A network adjustment is performed for each interval of data collection, and the coordinate and covariance information may optionally be transformed into a specific reference system (e. g., the building system). Unstable reference points are to be detected by statistical tests. The estimated object point time series are filtered with respect to gross errors using robust estimation techniques. Online filters are used to smooth the time series data of critical displacements and to predict other deformation functions. The time series data, as well as prediction results, are displayed graphically for each object point. An example concerning the online monitoring of a slag heap in a coal-mining area is included. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 3 (2000), S. 26-36 
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    Source: Springer Online Journal Archives 1860-2000
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    Notes: This article describes a single difference approach to estimate heading and pitch with a twin global positoning system (GPS)/GLONASS (GG) receiver system. Augmentation of GPS with GLONASS is not straightforward, however, because the latter system employs the frequency division multiple access technique to distinguish the signals form different satellites, rather than the code division multiple access technique used by GPS. The fact that each GLONASS signal has its own slightly different frequency makes the double difference (DD) of carrier phase observables no longer possible without modification. To get around this problem, the use of the between-receiver single difference (SD) of the carrier phase observables is proposed. In this case, however, receiver clock and other errors do not cancel out. The possibility of using a common external oscillator for the two receivers is explored. Remaining time and other biases are estimated using a low-pass averaging filter. The single difference integer ambiguities can then be resolved and the heading and pitch can be determined with a relatively good level of accuracy. Static and kinematic tests conducted with a pair of GPS/GLONASS receivers are used to validate the approach. Under reduced visibility, the combined GPS/GLONASS approach is shown to yield superior availability. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 45-47 
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    Topics: Architecture, Civil Engineering, Surveying , Geosciences
    Notes: In June 1999, United States Space Command took formal steps to set up a support center for military and government Global Positioning System (GPS) users worldwide. The center was created to meet three main objectives: · Detect, analyze, report, and facilitate the resolution of GPS anomalies · Monitor and report GPS performance · Provide GPS status, constellation status, and tactical support This article is intended to provide a brief overview of the GPS Support Center (GSC), outlining its creation and products and services, and providing a more detailed discussion of its objectives. © 2000 John Wiley & Sons, Inc.
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    Notes: The Internet as a basis for Real-Time Kinematic (RTK) and differential Global Positioning System (DGPS) service provides many advantages for worldwide GPS users. Among these advantages are service unification, open architecture, bidirectional communication, and scalability. The current development of this service allows users to use RTK and DGPS through the Internet with conventional accuracy over the short and medium baselines. The perspective for this service lies in the field of wide-area augmentation systems (WASS). At this stage of the Internet-based RTK and DGPS service project, the general concept, system components, draft standards, and software are developed. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 56-66 
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    Notes: In this article, the architecture of a software Global Positioning System (GPS) receiver is described and an analysis is included of the performance of a software GPS receiver when tracking the GPS signals in challenging environments. Results are included that demonstrate the advantage of the software GPS receiver in tracking the GPS signals in low signal-to-noise or jamming scenarios. Various current and previous applications of the software GPS receiver are also described. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 67-71 
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    Notes: Unlike the conventional hardware approaches to GPS base band signal processing, a software GPS receiver is extremely flexible as it comes with all the associated advantages of a software solution. With a software solution, the improvements of silicon technology can be easily translated into better performance at smaller form factors and lower power consumption, without a redesign and/or change to the ASIC. A general purpose Digital Signal Processor (DSP) can be used effectively for GPS signal processing. The memory and speed resources available determine the algorithms and applications that can be effectively implemented in the receiver. The performance of software GPS receivers will soon be difficult to be surpassed by the hardware counterparts, as high-performance processors become available at low cost. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 63-67 
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    Notes: This paper presents the current progress of the River Level Monitoring using GPS Heighting (RiGHt) project. The aim of the project is to develop an integrated system to allow the continuous monitoring of river heights using a buoy equipped with Global Positioning System (GPS) and satellite communications and using Geographical Information System (GIS) techniques. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 54-62 
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    Notes: Kinematic differential Global Positioning System (DGPS) positioning is routinely used in industry for directly observing an aircraft's position at each instant of photographic exposure during a photogammetric survey. A critical aspect of the subsequent data processing is estimation of the aircraft position at the exact time of exposure. GPS measurements are acquired at a uniform sampling rate, typically 1 Hz. The exposure times, however, do not generally coincide with these times. As a result, the exposure station positions must be interpolated from the adjacent GPS positions. This is typically done using a low-order polynomial, expressed as a function of time, for each coordinate dimension. However, trajectory perturbations induced by atmospheric turbulence can render such interpolation methods ineffective. This article will convey the results of an investigation into the use of several different interpolation models with airborne GPS data during straight, level flight. The fundamental task of time series reconstruction will first be addressed, in which several possible interpolation models are described. Two 10-Hz, airborne GPS data sets were collected to test the accuracy of each model. The error properties resulting from the application of each model to these data will be presented and analyzed in terms of time-domain statistics and frequency-domain characteristids. It will be demonstrated that interpolation error can be significantly reduced, especially in the height dimension, through judicious choice of an interpolator. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 76-77 
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    GPS solutions 4 (2000), S. 68-75 
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    Notes: In recent years the importance of real-time positioning and navigation with the Global Positioning System (GPS) has grown rapidly. Starting from the establishment of differential GPS (DGPS) reference stations for marine and land navigation, new users and applications have emerged that resulted in a high demand for the establishment of a high-density network of reference stations around the world. Many countries have established their own DGPS service, which is either governmentally or commercially owned. These services are referred to as Local Area DGPS Systems (LADGPS). However, the costs for the establishment and maintenance of a dense network of reference stations are very high. Therefore Wide Area DGPS Systems (WADGPS) are being developed to overcome the main drawbacks of LADGPS. In this case, only a few reference stations are used to cover a large area, such s a continent like Europe. To achieve high positioning accuracies, real-time modeling of the main error sources for long-range baselines is required as errors in the satellite orbit and ionospheric refraction do not cancel entirely in double differencing. In this article, a real-time correction model based on the Kalman filter for WADGPS and networked LADGPS services is discussed and results of field tests in a WADGPS network in Europe are presented. © 2000 John Wiley & Sons, Inc.
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    GPS solutions 4 (2000), S. 83-83 
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    GPS solutions 4 (2000), S. 84-86 
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    Stochastic environmental research and risk assessment 14 (2000), S. 109-122 
    ISSN: 1436-3259
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. We consider the problem of upscaling transient real gas flow through heterogeneous bounded reservoirs. One of the commonly used methods for deriving effective permeabilities is based on stochastic averaging of nonlinear flow equations. Such an approach, however, would require rather restrictive assumptions about pressure-dependent coefficients. Instead, we use Kirchhoff transformation to linearize the governing stochastic equations prior to their averaging. The linearized problem is similar to that used in stochastic analysis of groundwater flow. We discuss the effects of temporal localization of the nonlocal averaged Darcy's law, as well as boundary effects, on the upscaled gas permeability. Extension of the results obtained by means of small perturbation analysis to highly heterogeneous porous formations is also discussed.
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    Stochastic environmental research and risk assessment 14 (2000), S. 139-158 
    ISSN: 1436-3259
    Keywords: Key words: Confluent hypergeometric, generalised inverse Gaussian, Halphen system of distributions, modified Bessel, randomisation, simulation, sufficient statistics.
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    Notes: Abstract. Some of the considerable statistical content of modified Bessel functions of the second kind and of Tricomi's confluent hypergeometric function is illustrated. Moment solutions for the parameters of exponential class distribution functions based on both are derived. Unlike the generalised inverse Gaussian, the Tricomi exponential distribution is little known but it emerges that it is of wide applicability, highly flexible and has the gamma distribution as a special case.
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    Stochastic environmental research and risk assessment 14 (2000), S. 159-160 
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    Stochastic environmental research and risk assessment 14 (2000), S. 173-179 
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    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  The use of complicated models of the cancer process has been limited by the need to have a mathematical framework allowing for a general expansion of the theory of carcinogenesis while maintaining numerically tractable results. A system of ordinary differential equations is derived for calculating tumor incidence in multistage models of carcinogenesis. The resulting system of equations is applicable to nonhomogenous processes (i.e. ones in which the rates change with time, age, etc.). In addition, a solution is given for the case of instantaneous initiation. These formulae can easily be coupled with physiologically-based pharmacokinetic models to link biomarkers of exposure to cancer risks. An example is presented.
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    Bulletin of engineering geology and the environment 58 (2000), S. 95-98 
    ISSN: 1435-9537
    Keywords: Key words Landslides ; Isopleth maps ; Turkey ; Mots clés Glissements de terrain ; Cartes d'isovaleurs ; Turquie
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé À la suite des fortes pluies des 19 et 20 juillet 1983, 109 glissements eurent lieu dans la région de Findikli, Rize, dans le nord-est de la Turquie. Les mouvements de versant se réalisèrent dans des roches andésitiques, dacitiques ou granitiques très altérées ou dans des formations de pente, et concernèrent une région d'environ 25 km2. L'article présente une carte d'isovaleur de densité de glissement préparée en utilisant les données des glissements de Findikli de 1983 et discute de son intérêt pour un zonage de l'aléa glissement de terrain. Sur une base de 12 années d'expérience, la conclusion est qu'une telle carte tirée d'une carte précise d'inventaire peut constituer un outil intéressant.
    Notes: Abstract   Following very heavy rainfall on 19/20 July 1983, 109 landslides occurred in the east of Findikli, Rize, north-east Turkey. The movements took place in completely weathered andesitic, dacitic and granitic rocks as well as slope debris. They extended over an area of approximately 25 km2. The paper discusses the contour (isopleth) map prepared using data from the 1983 landslides and discusses its value for landslide hazard zoning. It is concluded that on the basis of 12 years of field evidence, a contour map derived from a precise inventory map can be a useful tool.
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    Bulletin of engineering geology and the environment 58 (2000), S. 89-93 
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    Keywords: Key words Centrifuge modelling ; LNAPL migration ; Unsaturated sand ; Mots clés Modélisation par centrifugation ; Mouvement du LNAPL ; Sable partiellement saturé
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Des essais ont été réalisés avec l'équipement de centrifugation de l'Université de Technologie de Delft, aux Pays-Bas, afin d'étudier les mouvements de fluide non aqueux léger (LNAPL) dans un milieu granulaire non saturé. L'expérience a simulé un écoulement tri-phasique (air, eau, LNAPL) bi-dimensionnel dans un sable non saturé avec deux valeurs de porosité. Le choix de modéliser un écoulement bi-dimensionnel, couplé avec l'utilisation d'un réservoir transparent, a permis l'observation directe des processus au cours de l'expérience. Des lois d'échelle établies dans le cadre d'autres études ont été utilisées pour valider les résultats d'essais. Les essais ont été réalisés pour deux accélérations différentes afin de vérifier, en utilisant la "technique de la modélisation", les lois de similitude pour les différentes expériences. L'article présente en détail les méthodes expérimentales et les techniques de mesure utilisées pour évaluer les profils finals de teneur en eau et teneur en LNAPL dans les expériences.
    Notes: Abstract  Model tests were performed at the Geotechnical Centrifuge Facility of Delft University of Technology, The Netherlands, to examine the mechanics of light non-aqueous-phase liquid (LNAPL) movement in a partially saturated porous granular medium. The experiment simulated a two-dimensional three-phase flow (air, water, LNAPL) in unsaturated sand for two values of porosity. The choice of modelling a two-dimensional flow coupled with the use of a transparent strongbox enabled the direct observation of the progress of the experiments. Scaling laws developed in connection with other studies were used to validate the test results. Tests were conducted at two different gravity accelerations to verify, by means of the "modelling of models technique", the similitude between the different experiments. The paper presents details of the experimental methodologies and measuring techniques used to evaluate the final distribution of water and LNAPL content in the experiments.
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    Bulletin of engineering geology and the environment 58 (2000), S. 107-113 
    ISSN: 1435-9537
    Keywords: Key words Laterites ; Lime ; Ash waste ; Road construction ; Stabilisation ; Nigeria ; Mots clés Latérites ; Chaux ; Poussières de cimenterie ; Géotechnique routière ; Stabilisation ; Nigéria
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Un sous-produit de fabrication du ciment à Nkalagu, au Nigeria, est constitué par un matériau comprenant 70% de CaO et 30% de CaCO3 non dissocié, connu comme poussières de cimenterie. La possibilité d'utiliser ce déchet comme substitut à la chaux a étéévalué pour l'amélioration des propriétés géotechniques des sols latéritiques destinés à la construction. Les propriétés géotechniques des sols latéritiques non traités et traités avec différents pourcentages de poussières de cimenterie ont étéétudiées, en particulier: granulométries, limites d'Atterberg, essais de compactage Proctor, essai de portance CBR, résistance au cisaillement. Les résultats ont confirmé ceux obtenus par d'autres chercheurs pour la stabilisation à la chaux et indiquent que les poussières de cimenteries peuvent remplacer la chaux pour améliorer les propriétés des sols utilisés dans la construction.
    Notes: Abstract  A by-product of the manufacture of cement at Nkalagu, Nigeria, is the waste material comprising 70% CaO and 30% undecomposed CaCO3, referred to as limestone ash. The potential of this waste as a substitute for lime in the improvement of the engineering properties of laterite soils for construction purposes has been assessed. The geotechnical properties of lateritic soils when untreated and when treated with varying percentages of limestone ash have been established, including particle size analyses, Atterberg limits, Proctor compaction, California bearing ratio (CBR) and shear strength. The results confirmed those obtained by other workers on the use of lime stabilisation and indicate that limestone ash may form a substitute for lime in soil improvement for engineering construction.
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    Bulletin of engineering geology and the environment 58 (2000), S. 125-132 
    ISSN: 1435-9537
    Keywords: Key words Sand ; Fill ; Geophysics ; Nigeria ; Coastal ; Reclamation ; Mots clés Sable ; Remblai ; Geophysique ; Nigeria ; Cótier ; Assainissement
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Il est prévu d'aménager une région de la péninsule de Lekki, de l'État de Lagos. Ainsi, des études ont été entreprises afin de préciser une coupe géologique et géo-électrique des terrains superficiels: identifier les séries sableuses, déterminer leurs épaisseurs et préparer une carte des caractéristiques géomorphologiques du terrain original, avant remblaiement. Des sondages électriques verticaux et des essais au pénétromètre ont été réalisés sur un secteur sableux de la péninsule de Lekki. Les données obtenues ont montré une bonne corrélation entre les caractéristiques géomorphologiques issues de photo-interprétations et celles résultant de cartes établies à partir des résultats de prospection électrique et d'essais au pénétromètre.
    Notes: Abstract  It was hoped to develop an area of reclaimed land on the Lekki Peninsula of Lagos State. An investigation was therefore carried out in order to establish the subsurface geological/geo-electrical sequence; to identify the sand columns and determine their thickness and prepare a map of the geomorphological features of the original, pre-fill terrain. Vertical electrical resistivity soundings (VES) and penetrometer tests were carried out in a sand filled segment of the Lekki Peninsula. The information obtained showed a good correlation between the geomorphological features as interpreted from the aerial photographs and those identified from maps derived from the VES/penetrometer results.
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    Bulletin of engineering geology and the environment 58 (2000), S. 145-149 
    ISSN: 1435-9537
    Keywords: Keywords Flooding ; Dakar ; Planning ; Volcanic terrain ; Mots clés Inondation ; Dakar ; Planification ; Formations volcaniques
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Comme de nombreuses villes du Sénégal, Dakar doit faire face à des inondations répétées avec les problèmes environnementaux associés, incluant l'existence de zones inondées de façon permanente. L'article présente le contexte topographique de Dakar et le cadre géologique en horsts et grabens. Il met en lumière l'apparent manque de planification dans l'organisation de l'espace et l'aménagement urbain qui a prévalu lorsque des mouvements importants de populations vers les villes ont suivi les périodes d'intense sécheresse. L'article met l'accent sur l'analogie des problèmes de Dakar avec ceux d'autres centres urbains que des planificateurs devraient prendre en considération afin de tenter de réduire l'impact des inondations.
    Notes: Abstract  Like many other cities in Senegal, Dakar is facing recurrent floods with associated environmental problems including permanently flooded areas. The paper discusses the topographic setting of Dakar and the geology of the horsts and grabens. It highlights the apparent lack of planning and urban management that took place when significant numbers of the population moved into the towns during periods of intense drought. It emphasises that the problems of Dakar should be considered by planners in other similar areas in an attempt to reduce the impact of flooding.
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    Bulletin of engineering geology and the environment 58 (2000), S. 151-157 
    ISSN: 1435-9537
    Keywords: Key words Bentonite ; Lateritic soils ; Rural housing ; Sintering ; Stabilisation ; Mots clés Bentonite ; Sols latéritiques ; Habitat rural ; Frittage ; Stabilisation
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Quelques sols latéritiques issus de différentes roches-mères dans la région de Akure au Nigeria ont étéétudiés. Les études de laboratoire ont montré que la plupart de ces sols tropicaux, qui étaient considérés comme des argiles latéritiques de façon erronée, contenaient en fait de très faibles proportions de particules d'argile. Les sols issus de migmatites ont mieux répondu à la stabilisation que ceux issus de charnockites. Il a été montré que la cuisson constituait le meilleur moyen d'améliorer la durabilité des blocs de sols latéritiques dans la mesure où le phénomène de frittage se réalisait en diminuant la porosité du milieu. Les concrétions ferrugineuses peuvent être nocives, servant de zones d'initiation de la rupture.
    Notes: Abstract  Some lateritic soils derived from different parent rocks in the Akure area of Nigeria were studied. The laboratory investigations indicated that most of these tropical soils, which were erroneously referred to as lateritic clays, actually contained very low proportions of clay particles. Migmatite-derived soils were found to respond better to stabilisation than those derived from charnockite. Firing was found to be the most important way of improving the durability of lateritic soil blocks as sintering takes place within the soil grain interstices. Iron concretions may be deleterious as they serve as focal points for sample failure.
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    Bulletin of engineering geology and the environment 58 (2000), S. 169-169 
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    Bulletin of engineering geology and the environment 58 (2000), S. 171-171 
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    Bulletin of engineering geology and the environment 58 (2000), S. 173-178 
    ISSN: 1435-9537
    Keywords: Key words Rock slope stability ; Deterministic analysis ; Partial factors ; Probabilistic analysis ; Factor of safety ; Input parameters ; Mots clés Stabilité de pente rocheuse ; Analyse déterministe ; Facteurs partiels ; Analyse probabiliste ; Facteur de sécurité ; Paramètres de calcul
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé L'article présente de nouvelles approches pour les analyses de stabilité comprenant l'analyse déterministe traditionelle, la méthode dite des coefficients partiels et l'approche probabiliste qui évalue une probabilité de rupture plutôt qu'un facteur de sécurité. Afin d'illustrer les différentes méthodes et approches, des analyses de stabilité relatives à des déblais routiers près de Trondheim, au centre de la Norvège, sont présentées à titre d'exemples. Bien que l'analyse déterministe traditionnelle ait l'avantage d'être bien admise et facile à comprendre, on conclut qu'elle sera probablement remplacée par la méthode des coefficients partiels afin de suivre les nouvelles règles et recommandations. Pour obtenir la meilleure base possible de diagnostic il est utile de considérer également une approche probabiliste.
    Notes: Abstract  The paper discusses alternative approaches to stability analyses including the traditional deterministic principle, the so-called partial factor principle and the probabilistic approach which assesses the probability of failure rather than the factor of safety. To illustrate the different principles and approaches, stability analyses of road cuts near Trondheim, central Norway, are used as examples. It is concluded that although the traditional deterministic approach has the advantage of being well established and easy to understand, to conform with new standards and guidelines it is likely to be replaced by the partial factor principle. To obtain the best possible basis for evaluation it is useful to include a probabilistic analysis.
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    Bulletin of engineering geology and the environment 58 (2000), S. 183-190 
    ISSN: 1435-9537
    Keywords: Key words Aggregates ; Environmental impact ; Limestone ; Karstification ; Lebanon ; Mots clés Granulats ; Impact environnemental ; Calcaires ; Karstification ; Liban
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé La demande de granulats au Liban monte en flèche avec le programme de construction en cours, qu'il s'agisse de rénovations ou d'expansion urbaine. Traditionnellement, de petites carrières sont ouvertes auprès des centres de demande. Cependant, au vu de l'impact négatif de ces exploitations sur l'environnement, un grand nombre de ces carrières ont été fermées par le gouvernement libanais. Afin de garantir pour le futur une diminution de cet impact sur l'environnement, une étude des principales ressources en granulats au Liban a été ordonnée. L'article présente les travaux de terrain réalisés sur vingt carrières, concernant environ 80% du territoire libanais.
    Notes: Abstract  With the ongoing construction in Lebanon associated with renewal and urban expansion, the demand for coarse aggregates has soared. Traditionally, small quarries have been opened near to the centres of demand. However, in view of the detrimental environmental impact of these workings, a large number have been closed by the Lebanese government. In order to ensure that in the future the effect of quarrying on the environment is minimized, a survey of major coarse aggregate resources in Lebanon was undertaken. This paper reports on the field investigations in twenty quarries, covering some 80% of the Lebanese territory.
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    Bulletin of engineering geology and the environment 58 (2000), S. 207-213 
    ISSN: 1435-9537
    Keywords: Key words Landslides ; Hazard zonation ; Weightings ; Fuzzy sets ; Iran ; Mots clés Glissements de terrain ; Zonage d'aléa ; Pondération ; Ensembles flous ; Iran
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé La cartographie de l'aléa glissement de terrain contribue à l'évaluation du risque dans les régions où la prédisposition au glissement est reconnue. Les facteurs explicatifs de l'aléa sont généralement identifiables, et les résultats de ce type d'étude sont souvent présentés sous forme d'une carte de zonage précisant les zones d'égal risque d'occurrence de glissement. Korshrostam est l'une des régions les plus concernées en Iran par les glissements de terrain, avec plus de 13% de sa surface affectés par ceux-ci. Les effets des glissements comprennent des dommages aux villages, terres agricoles et routes, ainsi qu'une érosion intense des sols et, en conséquence, une sédimentation importante dans le réservoir du barrage de Manjil. La méthode de cartographie de l'aptitude au glissement utilisée dans cette étude s'appuie sur une simple grille. Un certain nombre de facteurs de prédisposition ont été considérés, comprenant la lithologie, la pente topographique, l'activité tectonique, le type d'occupation des sols et l'eau souterraine. Pour chaque cellule de la grille, l'évaluation des facteurs de prédisposition a été notée sous forme d'un indice en pourcent (SPI). Un logiciel a étéécrit, utilisant les ensembles flous, pour calculer un indice d'aptitude au glissement (HPI) pour chaque cellule de la grille. Cette méthode a été utilisée pour préparer la carte de zonage de l'aléa glissement de terrain.
    Notes: Abstract  Landslide hazard zonation is a method to evaluate the risk where there is the potential for landslides. The factors contributing to the hazard in an area can usually be identified, results of the investigations frequently being presented as a landslide hazard zonation map indicating zones of similar risk of the occurrence of a landslide. Korshrostam is one of the areas most susceptible to landslides in Iran with more than 13% of its surface being affected by landslide activity. The effects include damage or disturbance to villages, farmlands and roads as well as the exacerbation of erosion of the land surface and consequently an increase in the rate of sedimentation in the water flowing into the reservoir of the Manjil dam. The method of landslide zonation used in this study was based on a simple grid unit. A number of factors contributing to the likelihood of landsliding were considered, including lithology, slope, tectonic activity, land use and groundwater. For each grid unit, the incidence of landsliding and an assessment of the likely contributory factors were recorded in terms of a surface percentage index (SPI). A computer program was written using fuzzy sets to calculate the hazard potential index (HPI) for each unit. This was used to prepare the landslide hazard zonation map.
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    Bulletin of engineering geology and the environment 58 (2000), S. 215-225 
    ISSN: 1435-9537
    Keywords: Key words Induced fracturing ; Natural fracture system ; Dimension stone quarry ; Offerdal Nappe ; Mots clés Fracturation induite ; Système de fracturation ; Carrière de roche ornementale ; Nappe de l'Offerdal
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé L'importance de la fracturation induite par des tirs de mine en carrière a étéétudiée dans la région de Landögssjö, comté de Jämtland (Suède), où la roche ornementale "quartzite Flammet" de la nappe de l'Offerdal est exploitée. Deux cartes des traces de fractures ont été comparées: l'une d'un secteur de la carrière, où les fracturations naturelles et induites sont analysées, l'autre d'un secteur sans carrière où seules les discontinuités naturelles sont présentes. Ces deux types de fracturation, naturelles ou induites, ont donc été distinguées. Le système de fracturation a été décrit en prenant en compte l'orientation, l'extension, l'espacement des fractures et leurs terminaisons. Deux types de terminaisons de fractures induites par le découpage à l'explosif ont été définis: type A: des fractures coalescentes avec au moins une extrémité rejoignant un trou de foration; type B: des fractures coalescentes avec une extrémité rejoignant une fracture de type A. Les fractures de type A augmentent la densité de fracturation initiale jusqu'à 23%. Considérant les fractures de type A et de type B ensemble, une augmentation jusqu'à 36% a été notée. Dans cette analyse, environ 17% des volumes rocheux étudiés présente une augmentation de la fracturation après une opération de découpage à l'explosif.
    Notes: Abstract  The degree of induced fracturing related to bench blasting has been investigated in the Offerdal Nappe in the Landögssjö area, in the county of Jämtland, Sweden where the dimension stone "Flammet Quartzite" is quarried. Two fracture trace maps have been compiled; one from an area within the quarry, where natural and induced fracturing are analysed, and a second from an area where no quarrying has taken place, i.e. where only natural fractures appear. This means that it is possible to take into account differences between natural fractures and induced fractures. The fracture system has been described in the investigated areas according to fracture set orientation, size, frequency and occurrence. Two types of fracture occurrence related to blasting have been defined: (1) coalescing fractures with at least one end terminating in a drill hole (type A), and (2) coalescing fractures with one end terminating in a type A fracture (type B). Fractures of type A increase the fracture frequency by up to 23%. Considering fractures of type A and B together, an increase of up to 36% has been noted. In this investigation, approximately 17% of the rock volume shows increased fracturing from the blasting operation.
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    Bulletin of engineering geology and the environment 58 (2000), S. 253-253 
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    Bulletin of engineering geology and the environment 58 (2000), S. 255-255 
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    Bulletin of engineering geology and the environment 58 (2000), S. 265-273 
    ISSN: 1435-9537
    Keywords: Key words Landfill ; Closure ; Soil permeability ; Slope stability ; Monitoring ; Jeddah ; Mots clés Remblai ; Fermeture de site ; Perméabilité ; Stabilité ; Instrumentation ; Djeddah
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Pendant les douze dernières années, les déchets solides de la ville de Djeddah ont été placés dans l'oued Nakhil, à l'est de la ville. Ce lieu de stockage est maintenant rempli à 80%. Aucune caractérisation géotechnique du site ne fut réalisée avant l'ouverture de ce lieu au stockage en 1982. Du fait de sa proximité de la ville, il crée maintenant un risque pour la santé des habitants, ainsi que pour l'environnement. L'article analyse les conditions que devrait remplir un nouveau site et la méthode la plus appropriée pour fermer le site existant, tout en garantissant une sécuritéà long terme.
    Notes: Abstract  For the last 12 years the solid waste of Jeddah City has been placed in Wadi Nakhil, to the east of the city. This facility is now 80% full. No geotechnical site characterisation was undertaken prior to opening this municipal landfill site in 1982 and, being so close to the city, it now poses risks to the health of nearby residents as well as ecological dangers. The paper considers the requirements of a new site and discusses the most appropriate method of closing the existing site to ensure its long-term safety.
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    Bulletin of engineering geology and the environment 58 (2000), S. 289-295 
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    Keywords: Key words Specific surface ; Clayey soils ; ¶Pumice ; Fractal sets ; Minkowski dimension ; Mots clés Surface spécifique ; Sols argileux ; Ponces ; Ensembles fractals ; Dimension de Minkowski
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé L'utilisation de la géométrie fractale a permis de déterminer certaines caractéristiques de matériaux tels que des sols argileux et des dépôts de ponces. En particulier, les surfaces spécifiques de quelques argiles de l'Italie du Sud et de ponces apportées par l'éruption du Vésuve de 79 a.d. ont été déterminées. L'analyse réalisée donne la dimension de Minkowski de ces sols, nombre sans dimension. Les valeurs de dimension de Minkowski ont été comparées avec des valeurs dérivées de méthodes physiques (porosimétrie au mercure et BHT). Les analyses réalisées prouvent que, dans la gamme, des grossissements utilisés, les matériaux examinés se comportent comme des ensembles irréguliers ou fractals.
    Notes: Abstract  This paper describes the use of fractal geometry in determining the characteristics of some geological media, such as clayey and pumice soils. Attention is drawn to the determination of the specific surface of some clays of southern Italy and of pumice of the Vesuvius eruption of 79 a.d. The analysis proposed gives the Minkowski dimension of soils expressed by the power law, or the equation Mδ(F)≈Cδ–s; this is a dimensionless number. The values of Minkowski dimension obtained have been compared with the values obtained by physical methods (mercury porosimetry and the bottle helium test). The analyses conducted prove that, for the range of magnification adopted, the media examined behave as irregular or fractal sets.
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    Bulletin of engineering geology and the environment 58 (2000), S. 337-337 
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    Bulletin of engineering geology and the environment 58 (2000), S. 309-319 
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    Keywords: Mots clés Diagraphies différées ; Reconnaissance ; Géotechnique ; Geostatistique ; Définition verticale ; Variabilité ; Key words Logging ; Geotechnical investigation ; Geostatistic ; Vertical definition ; Variability
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Abstract  The downhole logging of boreholes can provide much information about the physical and mechanical properties of soils and rocks, although this technique is often not fully utilised in geotechnical investigations. Amongst other data, these logs provide two important perspectives: the layer as an entity and the discontinuities within the layers. The volume of the sediment around the borehole which can be assessed by such logging (sonic logs, resistivity logs, etc.) depends on the nature of the surrounding formations and the resolution of the instrument used. Some of the parameters that influence the measurement are: (1) the source detector spacing; (2) the spacing between the detectors; (3) the sampling interval (AZ) along the borehole; and (4) the volume of the material considered (the measured entity, v). Depending on the tool and the above, the measured entity can be cylindrical, spherical or elipsoidal. Three main groups of measured entity have been identified: (1) piled entities, (2) overlapping entities and (3) disjoined entities. When the length of the measured entities exceeds the sampling interval, there is an overlapping of the entities such that the information may become merged between the two areas of consideration. Simple statistical treatments, geostatistics or multivariant analysis are then biased, the bias becoming greater as the ratio between the length of the measured entity and the sampling interval increases. The paper discusses ways in which this can be overcome. In the medical and biological sciences, geometrical methods in real and transformed space have been developed and two of these methods have been adopted and successfully applied to tie log data to the transformation of one type of entity (1, 2 or 3 above) into another. These methods are the back projection technique (BPT) and the simultaneous iterative reconstruction technique (SIRT). The use of these techniques in the analysis of measures related to borehole logging is shown in two different sets of numerical simulations and field data in a geotechnical investigation. The results indicate that this method of analysis of raw data can enhance their value.
    Notes: Résumé Les diagraphies différées, essentiellement employées, à l'origine, dans le domaine pétrolier, sont de plus en plus utilisées en hydrogéologie pour la recherche d'aquifère et en reconnaissance géotechnique. En effet, les informations qu'elles apportent sur les caractéristiques physiques des sols et des roches, in situ, sont particulièrement riches. Cet apport est à deux échelles: l'échelle de l'unité lithologique et l'échelle de l'intercalation ou de la discontinuité dans cette unité. Toutefois, pour un apport d'information optimal, il convient de traiter les mesures diagraphiques. Nous montrons qu'une transformation de la structure des supports de mesure (volumes investis) des diagraphies différées permet d'obtenir, par rapport à une interprétation classique de ces mesures, une détermination plus précise des caractéristiques mesurées, un meilleur positionnement des limites de couches en profondeur et une meilleure estimation de la variabilité de la caractéristique mesurée. Nous montrons également que la définition verticale d'un outil de diagraphie peut être directement définie par le pas d'échantillonnage de la mesure le long du forage. La recherche d'un transfert d'information entre les mesures diagraphiques et les paramètres géotechniques de calculs permettrait aux diagraphies différées de devenir un complément indispensable aux forages destructifs dans toute reconnaissance géotechnique.
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    Bulletin of engineering geology and the environment 58 (2000), S. 321-335 
    ISSN: 1435-9537
    Keywords: Mots clés Systèmes d'informations géologiques ; Atlas électronique ; Cartographie ; Développement urbain durable ; Géologie de Tunis ; Géologie urbaine ; Key words Geological information systems ; Electronic atlas ; Mapping ; Sustainable urban development ; Geology of Tunis ; Urban geology
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Abstract  The paper presents the geological and geotechnical data used to create a geological and geotechnical information system (GGIS) which enhances the objectivity of the processing programs. The way in which the geological descriptions were formulated and the data were input into well-structured files was carefully controlled to eliminate the necessity of coding. The method allowed the development of a geotechnical atlas consisting of qualitative and quantitative maps. The qualitative maps were based mainly on the available geological data while the geotechnical quantitative maps present the spatial distribution of the near-surface geotechnical parameters. These maps were elaborated using the kriging method. Collating the available information in a geological and geotechnical information system and electronic atlas provided a model of the geology of Tunis which had previously not been fully appreciated and which led to a new geotechnical zonation of the area. In the east, the material is mainly a poor-quality mud rock sequence some 60 m thick which is overlain by a shaley/sandy material which acts as good foundation material. In the western part of Tunis, the hill slopes are characterised by two horizons: a poor-quality tuffaceous material again overlain by a shaley or sandy, resistant layer which constitutes good foundation material. With the addition of further site investigation data in the future, the model will be elaborated. Nevertheless, the authors emphasise the continued necessity for site-specific investigations. The model will, however, assist in decision-making in the sustained development of Tunis.
    Notes: Résumé Nous présentons le modèle de données géologiques et géotechniques élaboré pour la définition d'un système d'informations géologiques et géotechniques (SIGG). Cette conception aboutit à une indépendance totale entre les données et les programmes de traitement. L'analyse syntaxique et sémantique des descriptions géologiques et le stockage des données dans des fichiers bien structurés conduit à l'élimination définitive du codage de ces données. Cette méthode permet le développement d'un atlas géotechnique électronique constitué de cartes géotechniques qualitatives et quantitatives. Les cartes qualitatives restituent les données brutes descriptives. Elles résultent principalement de l'exploitation des données géologiques comme, par exemple, les cartes d'extension des formations géologiques. Des cartes géotechniques quantitatives ont été réalisées. Elles représentent la distribution spatiale des paramètres géologiques et géotechniques quantitatifs. Ces cartes ont étéélaborées par la méthode de krigeage. L'exploitation des informations à partir de ce système d'informations géologiques et géotechniques sous la forme de cartes géotechniques informatisées et de profils géologiques a permis une analyse spatiale fine des formations géologiques du sous sol de Tunis qui sont restées jusqu'à maintenant imprécises. Une nouvelle zonation géotechnique a été enfin conçue.
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    Bulletin of engineering geology and the environment 59 (2000), S. 47-57 
    ISSN: 1435-9537
    Keywords: Key words Landslides ; Quick clays ; Enigmatic features ; Suspension force ; Mechanism ; Mots clés Glissements de terrain ; Argile sensible ; Caractéristiques énigmatiques ; Force de suspension ; Mécanisme
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Les glissements de terrain dans les argiles sensibles présentent plusieurs caractéristiques énigmatiques: de fortes valeurs du coefficient de sécurité avant la rupture, des déclenchements rapides sans signes précurseurs, le transport par flottation de grandes masses de sol sec sur de longues distances, des vitesses de déplacement très élevées, la formation de crêtes transversales et de masses pyramidales d'argile intacte aux pentes raides déplacées sur les zones glissées. Un mécanisme possible de glissement dans les argiles sensibles est proposé qui suggère que ces traits énigmatiques résultent d'une force de suspension et du frottement entre les particules solides plongeant dans un milieu liquide.
    Notes: Abstract  Landslides in quick clays exhibit a number of enigmatic features: high values of factor of safety at failure, sudden development without warning, ability to transport afloat large flakes of dry crust over long distances, extremely rapid movement and formation of transversal ridges and pyramids of intact quick clay with steep slopes on floors of landslide bowls. A possible mechanism of landslides in quick clays is proposed which suggests that these enigmatic features are the result of the action of a suspension force and caused by friction between sinking solid particles and immovable water.
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    Bulletin of engineering geology and the environment 59 (2000), S. 39-45 
    ISSN: 1435-9537
    Keywords: Key words Laterite ; Pavements ; Soil stability ; Nigeria ; Predictions ; Mots clés Latérite ; Plate-forme de terrassement ; Stabilité ; Nigéria ; Prévisions
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé L'autoroute Ibadan-Lagos est une liaison importante, entre Lagos et le nord du Nigeria, qui a subi de nombreux dommages. L'article présente les tests géotechniques réalisés sur les matériaux de la plate-forme de terrassement, prélevés au niveau des sections stables et instables de la chaussée d'autoroute, respectivement situées à 142–144 km et 133–141 km de Lagos. Il a été montré que les sols sous la section instable présentaient de plus faibles indices de plasticité et des valeurs de CBR saturées plus élevées que les sols sous la section stable. Les propriétés mécaniques des sols étant souvent meilleures sous la section instable de l'autoroute, on ne peut prétendre utiliser ces propriétés pour prévoir la stabilité. Les paramètres géotechniques utilisés avaient sérieusement permis de pronostiquer la stabilité de la chaussée, avec seulement de faibles différences pour les sols des deux sections considérées. Il est donc recommandé de développer des travaux de recherche pour établir des spécifications concernant les matériaux de plate-forme de terrassement qui soient plus adaptées aux sols en zone tropicale que les spécifications considérées actuellement.
    Notes: Abstract  A number of geotechnical properties of the subgrade soils in some sections of the Ibadan end of the Lagos–Ibadan expressway were investigated with a view to elucidating the geotechnical basis, if any, for the instability of sections of the flexible highway pavement. The results of the investigations show that the subgrade soils below the stable sections have a higher maximum dry density, unsoaked California bearing ratio (CBR) and uncured, unconfined compressive strength than those below unstable sections. In addition, the soils below stable sections have both a lower proportion of fines and clay-sized fraction and a lower optimum moisture content and linear shrinkage than the material below the unstable sections. Surprisingly, the soils below the unstable pavements not only have a lower plasticity index and higher soaked CBRs than those below the stable pavements but also are more mechanically stable. The investigations have shown that significant differences need not exist between the geotechnical properties of soils below stable zones and unstable sections before such parameters can serve as bases for predicting the stability of flexible highway pavements in the tropics.
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    Bulletin of engineering geology and the environment 59 (2000), S. 59-74 
    ISSN: 1435-9537
    Keywords: Mots clés Casablanca ; Calcarénite ; Plio-quaternaire ; Sédimentologie ; Géotechnique ; Key words Casablanca ; Calcarenite ; Plio-Quaternary ; Sedimentology ; Soil engineering
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Abstract  The Plio-Quaternary formations of the Casablanca area consist of a sequence of cross-bedded strata. They frequently begin with a lumachelle conglomerate occasionally associated with gravels and marine calcarenite. The marine deposits are overlain by yellow and grey dune sandstones, locally oxidized at depositional horizons. These dunal calcarenites have been extensively exploited and hence their sedimentological and geotechnical parameters have been determined from numerous samples taken from the quarries in the region. The sedimentological study results show that these generally homogeneous materials consist mainly of well-graded fine to coarse carbonate sands (98%) containing both bioclasts and calcareous cements. It is clear that at the time of deposition there was little detrital material, with the marine deposits formed mainly of shell debris. Study shows that the marine deposits underwent early lithification in a shallow marine environment which then continued in a continental environment by the movement of meteoric water. The marine deposits are well cemented. They have a low degree of dissolution but quite a high degree of recrystallization, notably towards the bottom of the individual horizons. The dunal deposits which underwent lithification in a continental environment are characterized by a very low cementation, mainly at point contact, a high dissolution and a weak recrystallization. The difference in diagenesis affects both the physical and mechanical features of these Plio-Quaternary calcarenites. From a geotechnical point of view, the consolidated marine and dunal deposits have a weak to medium compressive strength (50〈Rc〈180 kg/cm2), a very weak resistance to shocks (45〈LA〈95%) and a weak wearing resistance (70〈MDE〈99%). The paper shows the relationship between: 1. Density and unconfined compressive strength. 2. Density and porosity. 3. Porosity and unconfined compressive strength. 4. Los Angeles value and porosity. 5. Micro-Deval value and porosity. 6. Los Angeles value and crystal size. 7. Porosity and percentage CaCO3. 8. Density and percentage CaCO3. 9. Compression resistance and percentage CaCO3. In view of the graph relationships, it is possible to estimate the other parameters from the determination of a single physical or mechanical feature of the calcarenite. However, the sedimentological and petrographical analyses show that the following factors can be subject to quantitative variations: (1) the carbonate content; (2) the nature of the bioclastic elements; (3) the grain size of the detrital elements; (4) the cement percentage and its grain size; and (5) the importance of dissolution and the vacuum percentage. These factors control the physical and mechanical features of the Plio-Quaternary formations of the Casablanca area. As a consequence, it is suggested that when considering the sedimentological features and physical and mechanical characteristics of the Plio-Quaternary formations of the Casablanca area, the particular deposits must first be categorized into one of the four following facies: lumachelle; marine calcarenite; yellowish dunal calcarenite; or grey dunal calcarenite.
    Notes: Résumé Les formations plio-quaternaires de la région de Casablanca s'organisent en séquences régressives de progradation d'un prisme littoral. L'étude sédimentologique, montre que ces dépôts sont constitués de sables fins à grossiers bien classés. Ils sont très riches en carbonates. L'étude diagénétique montre que les dépôts marins ont subi une lithification précoce en milieu marin peu profond, qui se poursuit en milieu continental sous l'action des eaux météoriques. Les dépôts dunaires ont subi leur lithification en milieu continental sous l'action des eaux météoriques. Du point de vue géotechnique ces formations ont une mauvaise à moyenne résistance à la compression (50〈Rc〈180 kg/cm2) et une résistance très faible à faible aux chocs (45〈LA〈95%) et à l'usure (70〈MDE〈99%). La densité oscille entre 1,3 et 2,13 g/cm3 et varie dans le même sens que la Rc et dans le sens opposé que la porosité. Cette dernière oscille entre 10 et 40%. Il ressort de cette série d'analyses que les caractéristiques sédimentologiques, principalement diagénétiques, contrôlent les propriétés géotechniques des formations plio-quaternaires de la région de Casablanca.
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    Bulletin of engineering geology and the environment 59 (2000), S. 75-83 
    ISSN: 1435-9537
    Keywords: Mots clés Argile ; Gonflement ; Pression de gonflement ; Chaux ; Traitement ; Stabilisation ; Key words Clay ; Swelling ; Swelling pressure ; Lime ; Treatment ; Stabilisation
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Abstract  The construction of highways using swelling materials causes problems in many countries of the world. A number of authors have studied this subject, but the treatment of swelling clay remains a problem. This paper describes the problems associated with the black cotton soil in Algeria. It is hoped that it will help designers and contractors when making decisions in countries with similar soils and climate. A new apparatus capable of measuring swelling to a volume change of less than 10–4 was used. Due to the difficulty of dealing with black cotton soils, these materials are frequently discarded as unusable for engineering works because of their sensitivity to water and their swelling potential. Mixing the black cotton soil with slake lime or another admixture has been found to modify the physical and chemical characteristics of the soil such that a significant decrease in swelling is observed and the material can be used in certain situations. The cationic exchange capacity (CEC) is modified by the addition of lime and the time of storage, while the swelling potential is significantly affected by the addition of 6% lime, even within a 7-day period. The influence of time is clearly shown. In both cases, 3% additive was mixed with the Mila clay. Using the first method the swelling potential dropped from 6% to less than 1% over a period of between 7 and 90 days, while using the second mode of storage over the same time span, the swelling potential dropped from 0.35% to less than 0.1%. The study demonstrates the method of storage, the percentage of mixed material added to the clay and time all have an important effect on the physical characteristics of the material, including the swelling potential.
    Notes: Résumé Les sols argileux gonflants posent de nombreux problèmes en construction routière. Ces sols sont rencontrés dans de nombreux pays. Les sols argileux que l'on rencontre en Algérie rentrent dans cette catégorie. Souvent un important terrassement est nécessaire pour assurer une base de chaussée adéquate. En conséquence une quantité importante de sol est mise en dépôt. Le coût de ces opérations de terrassement amène l'ingénieur et le constructeur à rechercher les conditions de réutilisation de ces sols. La mauvaise qualité de ce sol est liée à sa sensibilitéà l'eau et à son gonflement important. C'est pourquoi un traitement par la chaux seule ou par la chaux plus un adjuvant rend possible leur utilisation. Cette étude montre que le traitement modifie les caractéristiques physico-chimiques du sol et donne des résultats tout à fait satisfaisants en réduisant considérablement les phénomènes de gonflement. Les effets du dosage en chaux, du mode de conservation et du temps de contact sur le gonflement et la pression de gonflement sont étudiés.
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    Bulletin of engineering geology and the environment 59 (2000), S. 201-206 
    ISSN: 1435-9537
    Keywords: Keywords Geostructural ; Survey ; Cliff ; Digital terrain model ; Dip ; Italy ; Mots clés Géologie structurale ; Etude ; Falaise ; Modèle numérique de terrain ; Pendage ; Italie
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Cet article décrit la réalisation et l'utilisation d'un modèle numérique de terrain (MNT), à l'occasion d'une étude de géologie structurale concernant une falaise de la côte italienne, entre Naples et Pozzuoli. En général les discontinuités sont mesurées directement sur affleurements, mais dans le cas de falaises ou de secteurs inaccessibles, des méthodes topographiques ou stéréoscopiques peuvent être utilisées en appui des méthodes classiques. Les avantages et limites de ces méthodes sont présentés.
    Notes: Abstract  This paper describes the construction and use of a digital terrain model (DTM) when undertaking a geostructural survey of a subvertical cliff on the Italian coast between Naples and Pozzuoli. In general, the discontinuities are measured directly, but in the case of subvertical cliffs or inaccessible areas, topographic or stereoscopic methods may be used to support traditional survey techniques. The advantages and limitations of this method are discussed.
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    Bulletin of engineering geology and the environment 59 (2000), S. 211-217 
    ISSN: 1435-9537
    Keywords: Keywords Anhydrite ; Calcareous ; Soil ; Calcium sulphate ; Dissolution ; Gypsification ; Mots clés Anhydrite ; Sol carbonaté ; Sulfate de calcium ; Dissolution ; Gypsification
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Les conditions géologiques, climatiques et environnementales ont conduit à la formation de dépôts carbonatés le long de la côte du golfe Arabique. L'anhydrite, qui est présente communément dans de tels sols, est connue pour son aptitude à se transformer en gypse et subir les phénomènes de dissolution. Ce minéral aggrave les risques potentiels liés à ce type de sédiment. L'article présente les propriétés de ces sédiments et la compressibilité des sols carbonatés de l'est de l'Arabie Saoudite.
    Notes: Abstract  The geological, climatic and environmental conditions have resulted in the formation of calcareous deposits along the Arabian Gulf coast. Anhydrous calcium sulphate, which commonly occurs in such soils, is notorious for gypsification and dissolution and adds to the potential hazards of indigenous sediments. This paper discusses the properties of the sediments and the compressibility of the calcareous soil formations of eastern Saudi Arabia.
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    Bulletin of engineering geology and the environment 59 (2000), S. 207-210 
    ISSN: 1435-9537
    Keywords: Keywords Tunnel ; Engineering geology ; Rock classification ; Rock quality ; Turkey ; Mots clés Galerie ; Géologie de l'ingénieur ; Classification des massifs rocheux ; Massif rocheux ; Turquie
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Cet article présente le contexte géologique de la région au nord-ouest de Tarsus dans le sud de la Turquie où une galerie d'amenée pour le projet d'irrigation des plaines de Mersin-Tarsus devait être construite. Le projet consistait à utiliser les eaux dérivées du barrage de Pamukluk, la principale composante du projet de Mersin-Tarsus. L'article décrit les principes des classifications de massifs rocheux utilisées pour la galerie d'amenée du projet. La qualité du massif rocheux et le choix des dispositifs adéquats de renforcement mécanique relatifs aux différentes unités géologiques le long de la galerie ont été déterminés en utilisant les classifications RMR, Q et RSR. Six unités différentes et huit classes de massifs rocheux ont été identifiées le long de la galerie, sur environ 5 km. Les principales unités le long de la galerie sont représentées par des calcaires dolomitiques, schistes, brèches et marbres du Paléozoïque, des calcaires et roches magmatiques (granophyre, gabbro, diorites) du Mésozoïque, des grès, marnes et conglomérats et des calcaires récifaux.
    Notes: Abstract  This paper discusses the geology in the area northwest of Tarsus, southern Turkey, where a conveyance tunnel for the Mersin-Tarsus Plains Irrigation Project was to be constructed. The scheme was to use water discharging from the Pamukluk dam, the main unit of the Mersin-Tarsus project. The paper describes the rock classifications of the proposed conveyance tunnel of the Mersin-Tarsus Plains Irrigation Project. Rock mass quality and selection of the appropriate support system for the rock units along the tunnel were determined using RMR, Q and RSR classifications. Six different units and eight rock mass classes were determined along the conveyance tunnel, about 5 km in length. The main rock units along the tunnel alignment consist of Paleozoic dolomitic limestone, schist, breccia and marble; Mesozoic limestone and magmatic rock complexes (granophyre, gabbro, diorites); Cenozoic sandstone-marl-conglomerate and reef limestones.
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    Bulletin of engineering geology and the environment 59 (2000), S. 219-225 
    ISSN: 1435-9537
    Keywords: Keywords Scoria ; Physical properties ; Saudi Arabia ; Light-weight aggregate ; Harrat Rahat ; Mots clés Scories ; Propriétés physiques ; Granulats légers ; Harrat Rahat ; Arabie Saoudite
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Bien que les dépôts de scories volcaniques noires soient largement répandus dans l'ouest de l'Arabie Saoudite, il y a eu peu de travaux portant sur leurs caractéristiques techniques, comme granulat léger susceptible d'être utilisé comme constituant de bétons de structure, de construction ou matériaux d'isolation. Dans le but d'y remédier, la région du central Harrat Rahat fut sélectionnée pour une caractérisation technique des dépôts de scories au voisinage de grandes villes susceptibles d'être approvisionnées facilement par de tels granulats. La nature pétrographique des scories et leur teneur en éléments indésirables satisfont aux normes ASTM mais les analyses granulométriques ont montré qu'il faudra procéder à certains traitements avant usage. Les propriétés physiques des scories telles que la masse volumique, la densité de la matrice et les propriétés d'absorption obtenues à partir d'échantillons de la carrière de Jabal Halat Ash Shaykh, sont apparues correctes. La porosité des scories est relativement forte et certains espaces poreux sont non connectés. Les scories présentent des propriétés pouzzolaniques et peuvent aussi être utilisées comme ajout au ciment Portland.
    Notes: Abstract  Although black scoria deposits occur extensively in western Saudi Arabia, there has been little work undertaken on its engineering characteristics as a light-weight aggregate which can be used in concrete for structural, masonry and insulating purposes. In an attempt to remedy this, central Harrat Rahat was selected for an engineering evaluation of scoria deposits in the vicinity of major cities where it may provide an easily accessible resource for natural aggregate. The petrography of the scoria and the deleterious material content were found to be acceptable by ASTM standards, but grading analyses indicated it would need to be processed before use. The other physical properties of the scoria such as bulk density, specific gravity and absorption indicated that samples from Jabal Halat Ash Shaykh quarry gave acceptable results. The porosity of the scoria is relatively high and some of the pore spaces are not interconnected. The material is pozzolanically active and can be also used as an additive to Portland cement.
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    Bulletin of engineering geology and the environment 59 (2000), S. 227-229 
    ISSN: 1435-9537
    Keywords: Keywords Liquidity index ; Shear strength ; Clay ; Mots clés Indice de liquidité ; Résistance au cisaillement ; Argile
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé Il est bien connu que la résistance au cisaillement des argiles sur-consolidées est plus grande que celle des argiles sous-consolidées. L'indice de liquidité rend possible une évaluation du degré de consolidation des argiles. Mais il n'y a aucune donnée au sujet de cette relation. Dans cette étude, des échantillons de sols argileux ont été prélevés en divers endroits et testés. Les tests concernent la détermination de l'indice de liquidité et de la résistance au cisaillement. Les paramètres obtenus ont été corrélés et l'analyse de régression entre l'indice de liquidité et la résistance au cisaillement a donné des coefficients de corrélation élevés (R=–0,93). Aussi une équation [Cu=e(0.026–1.21 IL)] a étéétablie, permettant d'obtenir une estimation grossière de la résistance au cisaillement de sols argileux en utilisant la valeur d'indice de liquidité.
    Notes: Abstract  It is well known that overconsolidated clays have higher shear strength than unconsolidated clays. The liquidity index makes possible an evaluation of the consolidation degree of clays. However, there is no empirical information about this relation. In this study, clayey soil samples have been collected from various locations and tested. The tests include the determination of liquidity index and shear strength. Obtained parameters were correlated and regression equations were established among liquidity index and undrained shear strength, presenting high coefficients of correlation (R=–0.93). So, an equation [cu=e(0.026–1.21 IL)] that makes possible a rough evaluation of the shear strength of clayey soils by using their liquidity index value is an improvement.
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    Bulletin of engineering geology and the environment 59 (2000), S. 257-258 
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    Bulletin of engineering geology and the environment 59 (2000), S. 231-238 
    ISSN: 1435-9537
    Keywords: Keywords Environmental protection ; Groundwater contamination ; Laboratory studies ; Models ; Mots clés Protection de l'environnement ; Pollution des eaux souterraines ; Études en laboratoire ; Modèles numériques
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Résumé La prévision quantitative de la migration des polluants présente un grand intérêt dans le domaine de la gestion et du stockage des déchets. La modélisation numérique du transport des polluants à travers un milieu poreux est un outil efficace rendant possible cette prévision. La sélection de sites et la conception de barrières de protection pour des installations de stockage dépendent fortement du comportement des polluants dans de telles structures. Ce comportement peut être bien défini par des simulations numériques. L'article présente un modèle 2D en éléments finis pour la migration de polluants. L'établissement des équations d'advection-dispersion dans le modèle numérique et les tests de validation par comparaison avec des solutions analytiques et semi-analytiques sont présentés. Des expériences en laboratoire sur la migration d'ions cadmium et chlorure à travers des barrières de protection reconstituées sont également discutées et les résultats comparés à ceux de la modélisation numérique.
    Notes: Abstract  Quantitative prediction of pollutant migration is now of great interest in the field of waste management and storage. Numerical modelling of contaminant transport through porous media is an efficient tool to make this prediction possible. Site selection and design of protective liners for landfills and storage facilities are largely related to the behaviour of contaminants in such structures. This behaviour may be well defined by numerical simulations. This paper proposes a two-dimensional finite element model for pollutant migration. The implementation of the advection-dispersion equation in the numerical model and validation tests by comparison with analytical and semi-analytical solutions are presented. Experimental laboratory tests on cadmium and chloride migration through liner samples are also discussed and compared with the results from the numerical model.
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    Bulletin of engineering geology and the environment 59 (2000), S. 247-255 
    ISSN: 1435-9537
    Keywords: Mots clés TDR (réflectométrie dans le domaine temporel) ; Sol non saturé ; Teneur en eau ; Succion ; Constante diélectrique ; Impédance ; Keywords TDR (time domain reflectometry) ; Unsaturated soil ; Water content ; Suction ; Dielectric constant ; Impedance
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Abstract  The object of this laboratory study was to determine any relationship between the soil volumetric water content θ, the dielectric constant (permissivity –ε), and the impedance of the same soil (R1). Time domain reflectometry (TDR) allows the measurement of material dielectric constant and impedance by determining electromagnetic pulse transit time and pulse attenuation. Using the established relations of the TDR method, it is possible to trace the volumetric water content and electric conductivity (or the impedance) of the soil simultaneously in a continuous manner. It was hoped that, thereafter, it may be possible to calculate the soil suction using soil permissivity and impedance. TDR measurements were carried out for different leachates and soils. Relationships found in previous work by the authors were used to compare water contents given by the TDR method with water contents obtained by drying the soil samples. The test results showed a relationship between water content and soil type and the electrical conductivity of the liquid when the TDR parameter was soil impedance. It was concluded that permissivity could be used to characterise the soil's water content. This relationship is used to study the changes in bentonite water content during air drying. Volumetric water content and impedance vs time curves allows the determination of shrinkage limit.
    Notes: Résumé L'objectif de cette étude est la recherche, en laboratoire, d'une relation entre la teneur en eau volumique (θ) d'un sol et la constante diélectrique (ε) et l'impédance (RL) du même sol. Cette relation est établie en utilisant la méthode TDR, une technique qui permet de suivre en même temps la teneur en eau et la conductivitéélectrique (et l'impédance) d'un sol d'une manière continue. Par la suite, on vérifie la possibilité de calculer la succion du sol en utilisant la constante diélectrique et l'impédance du sol. Nous suivons aussi la variation de la teneur en eau au cours d'un essai de retrait. Les résultats des essais montrent une dépendance de la mesure de la teneur en eau avec le type de sol et la conductivitéélectrique du liquide, lorsque le paramètre TDR utilisé est l'impédance du sol. La constante diélectrique est donc le paramètre à utiliser pour caractériser la teneur en eau d'un sol. Les résultats obtenus lors des essais de retrait faits sur trois bentonites ont montré la possibilité d'utiliser la méthode pour les fortes teneurs en eau et pour le contrôle de l'humidité des barrières étanches.
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    Bulletin of engineering geology and the environment 59 (2000), S. 239-246 
    ISSN: 1435-9537
    Keywords: Mots clés Sédiment ; Vase ; Aménagement ; Erosion ; Estuaire de la Loire ; France ; Keywords Sediment ; Mud ; Planning works ; Erosion ; Loire estuary ; France
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences
    Description / Table of Contents: Abstract  The planning works realized in the Loire estuary (France) during the course of the twentieth century have brought about an important inflow of sea water to this site. The consequences can be observed through important changes in the location of the extreme limits of both the dynamic tide and the salinity front at 0.5‰; the dynamic tide has progressed from 63 km from the river mouth in 1903 to 100 km in 1992 and the salinity front from 38 km in 1948 to 70 km in 1991. Modifications of the hydraulic conditions have also affected the dynamics of the cohesive sediments present in the estuary. The purpose of this study is to determine the impact of the past and future planning works in the Loire estuary on the erosion and deposition of cohesive sediments in relation to hydraulic conditions. The principal sedimentary processes (transportation, deposition, settlement, erosion) are simulated by simplified models from measurements carried out both in situ and in the laboratory. The dynamics of the cohesive sediment in the Loire estuary are linked with the fortnightly cycle of the tide as follows: when the tidal coefficient falls below 70, almost all the suspended matter is quickly deposited and collects near the estuary bed to form a lens-shaped body of fluid mud which consolidates during 6 days of neap tides. Finally, as soon as the tide coefficient rises above 75, this body of fluid mud is taken again into suspension and only the fraction that was highly concentrated in the course of the settlement remains on the bottom. The sediments remaining on the estuary bed in the course of a fortnightly cycle of the tide represent the residual sedimentation rate over this period. Knowledge of the maximum tide current velocities in the estuary permits the determination of the maximum hydrodynamic stress on the bottom and the critical concentration of the mud susceptible to being eroded by this current, taking into account the yield stress of the mud. In other respects, the quantity of mud that is greater than this critical concentration per surface unit and time unit can be calculated according to a theoretical model developed by Sanchez and Grovel. This methodology allows the evaluation of the residual sedimentation rate representing a layer of 0.08 m per year in front of the harbour of Montoir for the hydraulic conditions of 1976, with a maximum current velocity on the surface of 2.40 m s–1. Following the dredging works realized between St-Nazaire and Donges after 1976, the level of the bottom has changed from –10.00 to –13.25 m (with respect to the hydrographic datum). These works have brought about a reduction in maximum velocities of 15% and an increase in the residual sedimentation rate of about 100%. This increase is in agreement with the theoretical estimation of this study. This study also describes the high sedimentation rate observed in a locally dredged berth and located in the zone of the estuary where a lens-shaped body of fluid mud is formed during slack tides. The sedimentation rate depends then on the frequency of the dredging works because the dredged zone can be filled up in a few days. Finally, a methodology is developed in order to estimate the erosion rate induced by an increase in current velocities. This methodology takes into account the vertical concentration gradient in the bed resulting from consolidation, the hydrodynamic stress linked to current velocity, the yield stress of sediment which varies with concentration and the critical hydrodynamic stress for erosion estimated from experimental measurements in laboratory. All the methodologies presented in this paper have been applied only to the estuary of the river Loire. Application to any other similar site is possible after laboratory experiments on local sediments in order to adjust the behavioural laws used to evaluate the permeability coefficient, the effective stress and the yield stress. This study shows that knowledge of hydraulic conditions and local sedimentary processes is very important for predicting the impact of planning works in an estuary.
    Notes: Résumé Une conséquence des travaux d'aménagement réalisés dans les estuaires est la modification de l'hydraulique, ce qui affecte la dynamique sédimentaire des vases en créant des zones qui s'engraissent et d'autres qui s'érodent. La modélisation numérique permet de prévoir toute modification hydraulique liée aux travaux d'aménagement avec une assez grande précision. En revanche, du fait de la complexité du problème, les modèles hydrosédimentaires, même les plus performants, donnent des résultats plus qualitatifs que quantitatifs et ne permettent pas de répondre à un certain nombre des questions pratiques que peut se poser un ingénieur. Le but de cet article est d'étudier le lien entre les travaux d'aménagement de l'estuaire de la Loire, l'hydraulique, et les problèmes d'envasement et d'érosion observés dans différents secteurs de l'estuaire. Ceci est possible par l'utilisation de méthodes simples, grâce à la modélisation des principaux processus sédimentaires en jeu (transport, dépôt, tassement, érosion).
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    Stochastic environmental research and risk assessment 14 (2000), S. 79-89 
    ISSN: 1436-3259
    Keywords: Key words: Shoreline erosion, time-dependent process, wave climate, safety function.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. The dynamical responses of a shoreline over long-term (years or decades) is a non-linear and time-dependent random process. It is affected by both longshore and cross-shore sediment transports. The former tends to cause cumulative changes in the mean shoreline position while the latter usually only leads to beach profile fluctuations relative to the moving mean beach profile. Due to the time-dependency of the process the life-cycle approach is ideally suited to formulate the probability distribution of extreme shoreline erosion. A model based on such approach and using standard Monte Carlo simulation techniques has been reported by Dong and Chen (1999). In this paper a simplified procedure is developed by introducing the assumption that the longshore and cross-shore processes are statistically independent. This then allows the probability distribution of the extreme erosion to be calculated in terms of the marginal probability distributions of the maximum recessions due to purely longshore and purely cross-shore transport. This method was applied to two idealised shoreline configurations and its usefulness for engineering applications is evaluated by comparison with the full Monte Carlo method.
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    Stochastic environmental research and risk assessment 14 (2000), S. 161-171 
    ISSN: 1436-3259
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  Models of dose–response for environmental pollutants generally do not include explicit consideration of the stochastic nature of the spatial pattern of dose delivered to an organ or tissue, or the correlation between events leading to a final health endpoint (such as cancer). The result can be significant errors in risk calculations when these stochastic properties contribute as strongly to the dose–response relationship as do the dose–response relationships for individual cells. The present paper considers the issue of stochasticity of dose and events (initiation, promotion and inactivation) for the case of carcinogenicity following exposure to environmental pollutants, using the case of irradiation by high LET emitters such as radon and progeny from water or air. The model is based on the concepts of hit probabilities and effect-specific track length probabilities (probability of damage per unit track length), and is applied first to in vitro data and then to predictions in vivo. It is shown that inhomogeneity of dose throughout an irradiated tissue or organ volume, and correlation between initiation, promotion and inactivation, can lead to significant differences in predicted risk.
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    Stochastic environmental research and risk assessment 14 (2000), S. 195-206 
    ISSN: 1436-3259
    Keywords: Key words: Uncertainty, risk assessment, risk management
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  The selection of optimal management strategies for environmental contaminants requires detailed information on the risks imposed on populations. These risks are characterized by both inter-subject variability (different individuals having different levels of risk) and by uncertainty (there is uncertainty about the risk associated with the Yth percentile of the variability distribution). In addition, there is uncertainty introduced by the inability to agree fully on the appropriate decision criteria. This paper presents a methodology for incorporating uncertainty and variability into a multi-medium, multi-pathway, multi-contaminant risk assessment, and for placing this assessment into an optimization framework to identify optimal management strategies. The framework is applied to a case study of a sludge management system proposed for North Carolina and the impact of stochasticity on selection of an optimal strategy considered. Different sets of decision criteria reflecting different ways of treating stochasticity are shown to lead to different selections of optimal management strategies.
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  • 83
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    Notes: Abstract.  Although hydrological time series for different sites in a given region are usually correlated and that climate changes should have a regional impact on water resources, very little has appeared in the literature about multivariate change-point analysis. This paper generalizes the univariate Bayesian approach for the detection of a single shift in the mean level to study a change in the mean-vector of a sequence of multivariate normal vectors. Two different problems are considered: the first one is the estimation of the unknown regional change-point under the hypothesis that a shift occurred, while the second one is the overall assessment of change versus no change. This method is illustrated by an application to streamflow data series for six rivers situated in the Northern Québec Labrador region.
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  • 84
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    Stochastic environmental research and risk assessment 14 (2000), S. 275-295 
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    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  The variability of rainfall is a key component determining how the continental surfaces react to the atmospheric forcing. When studying the impact of climatic fluctuations onto the water resources, it is thus of paramount importance to evaluate to which extent the atmospheric models used in this kind of studies are able to reproduce the variability of the rain process, both in space and time. First among these are the general circulation models (GCM) with coarse resolution, which has two consequences: (i) a simplified parametrisation of convection; (ii) a scale of representation of rainfields which is not adequate when it comes to use them as inputs to hydrologic models. Since linking GCM's and regional hydrologic models is the corner stone of impact studies, it is necessary to analyse the consequences of this gap in scales and to find ways of bridging it. As a preliminary step in that direction, a comparative analysis of the observed and of the GCM rainfall variabilities is carried out for a tropical semi-arid zone of West Africa displaying a high sensitivity to climatic fluctuations. Over tropical regions the GCM used here (LMD-6) has a space resolution of 1.6° in latitude and of 3.75° in longitude. The comparative study shows that the errors of the GCM rainfall outputs may be traced down to two fundamental shortcomings: (i) a wrong seasonal cycle, probably linked to problems in representing the large scale circulation; (ii) an unrealistic simulation of the mesoscale convective systems that are responsible for 90% of the rainfall over this area. This latter problem is especially damaging from an hydrological point of view, as shown from a detailed analysis of high resolution rainfall observations. Even though it is possible to design rainfall desaggregation models producing realistic small scale rainfields from large scale rainfields, such models are of limited utility as long as atmospheric models are not able to produce a realistic climatology in term of number and magnitude of convective systems.
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    Stochastic environmental research and risk assessment 14 (2000), S. 371-383 
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    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  Environmental companies bidding on multiple projects are presented with the opportunity for diversification in several areas of the environmental market but, also, with the risk of exposure to uncertain events that can result in major financial loss and/or make the company liable to future claims. Accordingly, each corporation determines its maximum financial involvement in a project by evaluating a project's risk characteristics. Further, a company usually takes a global perspective on the total amount it is prepared to lose without compromising its operational viability. This frequently translates into taking less than 100% working interest in a contract and having to determine the combination of working interests for the projects that satisfy both the financial constraints to risk and the requirement to maximize the total profit. This study provides a procedure that can be easily implemented numerically to quantitatively assess the participation in a number of projects under exponential and parabolic utility models. In particular, the parabolic utility model lends itself to analytic expressions for the working interests. Application of the method is illustrated in the case of three projects arranged at an increasing order of expected return, tolerance to risk, uncertainty, and potential to financial loss. Depending on the global risk tolerance, a greater interest is taken in the least uncertain (but least profitable) project, riskier projects considered only after full participation has been achieved in safer projects.
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  • 86
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    Stochastic environmental research and risk assessment 14 (2000), S. 384-411 
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    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  Over a decade ago, point rainfall models based upon Poisson cluster processes were developed by Rodriguez-Iturbe, Cox and Isham. Two types of point process models were envisaged: the Bartlett–Lewis and the Neyman–Scott rectangular pulse models. Recent developments are reviewed here, including a number of empirical studies. The parameter estimation problem is addressed for both types of Poisson-cluster based models. The multiplicity of parameters which can be obtained for a given data set using the method of moments is illustrated and two approaches to finding a best set of parameters are presented. The use of a proper fitting method will allow for the problems encountered in regionalisation to be adequately dealt with. Applications of the point process model to flood design are discussed and finally, results for a model with dependent cell depth and duration are given. Taking into account the spatial features of rainfall, three multi-site models are presented and compared. They are all governed by a master Poisson process of storm origins and have a number of cell origins associated with each storm origin. The three models differ as to the type of dependence structure between the cell characteristics at different sites. Analytical properties are presented for these models and their ability to represent the spatial structure of a set of raingauge data in the South-West of England is examined. Continuous spatial-temporal models are currently being developed and results are presented for a model in which storm centres arrive in a homogeneous Poisson process in space-time, and cells follow them in time according to a Bartlett–Lewis type cluster. Examples of simulations using this model are shown and compared with radar data from the South-West of England. The paper concludes with a summary of the main areas in which further research is required.
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    Stochastic environmental research and risk assessment 14 (2000), S. 471-478 
    ISSN: 1436-3259
    Keywords: Key words: Random fields, norm, covariance, permissibility, estimation.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  Permissibility of a covariance function (in the sense of Bochner) depends on the norm (or metric) that determines spatial distance in several dimensions. A covariance function that is permissible for one norm may not be so for another. We prove that for a certain class of covariances of weakly homogeneous random fields, the spatial distance can be defined only in terms of the Euclidean norm. This class includes commonly used covariance functions. Functions that do not belong to this class may be permissible covariances for some non-Euclidean metric. Thus, a different class of covariances, for which non-Euclidean norms are valid spatial distances, is also discussed. The choice of a coordinate system and associated norm to describe a physical phenomenon depends on the nature of the properties being described. Norm-dependent permissibility analysis has important consequences in spatial statistics applications (e.g., spatial estimation or mapping), in which one is concerned about the validity of covariance functions associated with a physically meaningful norm (Euclidean or non-Euclidean).
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    Stochastic environmental research and risk assessment 14 (2000), S. 428-448 
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    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  An efficient numerical solution for the two-dimensional groundwater flow problem using artificial neural networks (ANNs) is presented. Under stationary velocity conditions with unidirectional mean flow, the conductivity realizations and the head gradients, obtained by a traditional finite difference solution to the flow equation, are given as input-output pairs to train a neural network. The ANN is trained successfully and a certain level of recognition of the relationship between input conductivity patterns and output head gradients is achieved. The trained network produced velocity realizations that are physically plausible without solving the flow equation for each of the conductivity realizations. This is achieved in a small fraction of the time necessary for solving the flow equations. The prediction accuracy of the ANN reaches 97.5% for the longitudinal head gradient and 94.7% for the transverse gradient. Head-gradient and velocity statistics in terms of the first two moments are obtained with a very high accuracy. The cross covariances between head gradients and the fluctuating log-conductivity (log-K) and between velocity and log-K obtained with the ANN approach match very closely those obtained by a traditional numerical solution. The same is true for the velocity components auto-covariances. The results are also extended to transport simulations with very good accuracy. Spatial moments (up to the fourth) of mean-concentration plumes obtained using ANNs are in very good agreement with the traditional Monte Carlo simulations. Furthermore, the concentration second moment (concentration variance) is very close between the two approaches. Considering the fact that higher moments of concentration need more computational effort in numerical simulations, the advantage of the presented approach in saving long computational times is evident. Another advantage of the ANNs approach is the ability to generalize a trained network to conductivity distributions different from those used in training. However, the accuracy of the approach in cases with higher conductivity variances is being investigated.
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    Stochastic environmental research and risk assessment 14 (2000), S. 1-7 
    ISSN: 1436-3259
    Keywords: Key words: Unbiased plotting position, Gumbel distribution, order statistics.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. The probability plots (graphical approach) are used to fit the probability distribution to given series, to identify the outliers and to assess goodness of fit. The graphical approach requires probability of exceedence or non exceedence of various events. This is obtained through the use of plotting position formula. In literature many plotting position formulae have been reported. All of the many existing formulae provide different results particularly at the tails of the distribution and hence there is need of unbiased plotting position formulae for different distributions. Expression for the largest expected order statistics is found in a simple form. Using exact plotting position from Gumbel order statistics a new unbiased plotting position formula has been developed for the Gumbel distribution. The developed formula better approximates the exact plotting positions as compared to other existing formulae.
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    Stochastic environmental research and risk assessment 14 (2000), S. 33-49 
    ISSN: 1436-3259
    Keywords: Key words: Feynman integral, multiparameter Gaussian (or Wiener) process, Brownian sheet/tent.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. We calculate explicitly some expectations (integrals over Hilbert spaces) of functionals of Gaussian random fields. Our work is inspired by the formulas for the harmonic oscillator. We also show how to do similar calculations by considering continuum limits of sequences of coupled harmonic oscillators. The results obtained in this work have applications in the study of random media, renormalization and scaling, and in engineering perturbation analysis.
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  • 91
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    Stochastic environmental research and risk assessment 14 (2000), S. 69-77 
    ISSN: 1436-3259
    Keywords: Key words: Sampling, sampling error, raingauges, satellite, microwave attenuation.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. The sampling error formalism by North and Nakamoto (1989) has been widely referenced in research papers on sampling using space-borne sensors or ground-borne sensors. However, their formalism is found to not only underestimate the sampling error, especially for the raingauge network case, but also not be applicable for the cases of using a line of raingauges or microwave attenuation measurements. In this paper, the sampling error formalism has been revised and applied to the same sampling design and the same rainrate model as in North and Nakamoto (1989) for the comparison. The sampling error estimated using the revised formula was found to be more than 50% higher than that by North and Nakamoto (1989). For the case of using a line of raingauges we found that the sampling error converges to a certain value, not zero as in North and Nakamoto formalism, as the number of gauges increases. The microwave attenuation measurements case, which is the same as the case of using a line of infinite raingauges, also gives non-zero sampling errors. Finally, the combined sampling using both satellite and ground-borne sensors (e.g., raingauge network, a line of raingauges, or microwave attenuation measurements) was reviewed to check their design orthogonality and estimated the sampling errors for the combination of satellite and raingauge network case to see its behavior depending on various settings of these two different measurements.
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    Stochastic environmental research and risk assessment 14 (2000), S. 213-242 
    ISSN: 1436-3259
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  The North Atlantic Oscillation (NAO) is the most important mode of variability in the northern hemisphere (NH) atmospheric circulation. Put simply, the NAO measures the strength of the westerly winds blowing across the North Atlantic Ocean between 40°N and 60°N. The NAO is not a regional, North Atlantic phenomenon, however, but rather is hemispheric in extent. Based on 60 years of data from 1935 to 1995, Hurrell (1996) estimates that the NAO accounts for 31% of the variance in hemispheric winter surface air temperature north of 20°N. The present article provides an overview of the NAO, its role in the atmospheric circulation, its close relationship to the Arctic Oscillation of Thompson and Wallace (1998), and its influence on the underlying North Atlantic Ocean. Some discussion is also given on the dynamics of the NAO, the possible role of ocean surface temperature, and recent evidence that the stratosphere plays an important role in modulating the NAO.
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    Stochastic environmental research and risk assessment 14 (2000), S. 305-318 
    ISSN: 1436-3259
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  A brief review of the state of seasonal forecasting at the end of the twentieth century is given. The physical basis of seasonal predictability is examined, and the implications of this for forecast strategies considered. The range of methods used for seasonal forecasting is described, with its division into empirical and numerical strategies, and methods for creating multi-model forecasts are discussed. Numerical prediction of climate anomalies is a new and emerging field of human endeavour, and some of its particular challenges are highlighted. Finally, the importance of the development of applications of seasonal forecasts is stressed, and the non-trivial nature of this task is noted.
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    Stochastic environmental research and risk assessment 14 (2000), S. 319-338 
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    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  Since 1995, Météo France has engaged important research works concerning seasonal forecasting within the framework of projects of the European Union. One of these projects is described here. The main goal of the project PROVOST was to evaluate the potential of predictability on seasonal and monthly time-scales of some Global Climate Models (GCM) running separately ensembles of integrations, or gathered in a multimodel ensemble of predictions. The result is that the deterministic skill and the probabilistic skill are both improved by increasing the ensemble size and by merging different models.
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    Stochastic environmental research and risk assessment 14 (2000), S. 50-68 
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    Notes: Abstract  It is well known that the computation of higher order statistics, like skewness and kurtosis, (which we call C-moments) is very dependent on sample size and is highly susceptible to the presence of outliers. To obviate these difficulties, Hosking (1990) has introduced related statistics called L-moments. We have investigated the relationship of these two measures in a number of different ways. Firstly, we show that probability density functions (pdf ) that are estimated from L-moments are superior estimates to those obtained using C-moments and the principle of maximum entropy. C-moments computed from these pdf's are not however, contrary to what one may have expected, better estimates than those estimated from sample statistics. L-moment derived distributions for field data examples appear to be more consistent sample to sample than pdf 's determined by conventional means. Our observations and conclusions have a significant impact on the use of the conventional maximum entropy procedure which typically uses C-moments from actual data sets to infer probabilities.
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    Stochastic environmental research and risk assessment 14 (2000), S. 8-32 
    ISSN: 1436-3259
    Keywords: Key words: wetland, elevation, scaling, stochastic, multifractal, intermittency.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. The land surface elevation distribution will serve as fundamental input data to any wetland flow model. As an alternative to the traditional smooth function approach to represent or interpolate elevation data, we explore the use of Levy monofractals and universal multifractals as a means for defining a statistically equivalent topography. The motivation behind this effort is that fractals, like natural topography, are irregular, they offer a way to relate elevation variations measured at different scales, and the relationships are of a statistical nature. The study site was a riparian wetland near Savannah, GA, that contained beavers, and a total of four elevation transects were examined. The elevation increments showed definite non-Gaussian behavior, with parameter values, such as the Hurst coefficient and Lévy index (α), depending on the question of presence of beaver activity. It was obvious that the data were highly irregular, especially the transects influenced by beavers. Significantly different α values were obtained depending on whether the entire data set or just the tails were examined, which demonstrated inability of the monofractal model to reflect fully the irregularity of wetland data. Further analysis confirmed definite multifractal scaling, and it is concluded that the multifractal model is superior for this data set. Universal multifractal parameters are calculated and compared to those obtained previously for more typical terrain. Although it is difficult to consider a unique universal multifractal parameter α for the entire wetland, multifractal-like scaling was evident in each transect as reflected by the nonlinear behaviors of the scaling functions. We demonstrate a good agreement between theory and measurements up to a critical order of statistical moments, q D , close to 3.5 and obtain realistic unconditioned simulations of multifractal wetland topography based on our parameter estimates. Future work should be devoted to conditioning multifractal realizations to data and to obtaining larger data sets so that the question of anisotropy may be studied.
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    Stochastic environmental research and risk assessment 14 (2000), S. 91-108 
    ISSN: 1436-3259
    Keywords: Key words: groundwater, hydraulic diffusivity, spectral analysis, stochastic boundaries.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. This study is to evaluate the applicability of estimating the one-dimensional horizontal hydraulic diffusivity of an unconfined aquifer with time-dependent fluctuation of lateral head and vertical recharge boundaries using observed water level spectra. Different models of boundary condition are imposed to evaluate the statistical significance between the calculated hydraulic diffusivity (ξ′) with the given hydraulic diffusivity (ξ). The auto-spectra of the water level in observation wells tapping the same aquifer are closely related to those at the disturbed boundaries. For an aquifer with a constant hydraulic diffusivity, the water level fluctuation in the monitoring wells is linearly related to the water level spectra observed at the boundaries. The spectral density function of aquifer hydraulic head varies inversely with specific yield (S y) and directly with recharge. Given small variation in water level spectra at the disturbed boundaries, the water level fluctuation in the aquifer is affected by the recharge condition and the aquifer spectral density function is sensitive to S y. Using an iterative technique to estimate ξ from 1400 sets of given parameters, 99% of the ξ′/ξ values deviated within only one order of magnitude with the model length (L) being equal to 1 km and 10 km. For L equal to 100 m, approximately 82% of the ξ′/ξ population falls within two orders of magnitude. Therefore, spectral analysis of aquifer hydraulic head response can be used to estimate the hydraulic diffusivity of an unconfined aquifer which is affected by periodic variations in recharge and head at boundaries.
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    Stochastic environmental research and risk assessment 14 (2000), S. 123-138 
    ISSN: 1436-3259
    Keywords: Key words: El Niño, streamflow forecasting, streamflow scenarios, Monte Carlo simulation.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract. Stochastic models are often fitted to historical data in order to produce streamflow scenarios. These scenarios are used as input data for simulation/optimization models that support operational decisions for water resource systems. The streamflow scenarios are sampled from probability distributions conditioned on the available information, such as recent streamflow data. In this paper we introduce a procedure for further conditioning the probability distributions by considering the recent measurements of climatic variables, such as sea temperatures, that are used to describe the occurrence of El Niño. We adopt an auto-regressive model and use the “El Niño information” to refine the parameter estimation process for each time step. The corresponding methodology is tested for the monthly energy time series, “inflowing” to the power plants of Colombia. This is a linear combination of streamflow values for the 18 most important rivers of the country.
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    Stochastic environmental research and risk assessment 14 (2000), S. 181-193 
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    Source: Springer Online Journal Archives 1860-2000
    Topics: Architecture, Civil Engineering, Surveying , Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Notes: Abstract.  The inherent variability of morphological and physiological parameters can cause significant statistical variations in the deposition patterns of inhaled particles in the human lungs. From a dosimetric point of view, the two major sources of variability are (i) the statistical distribution of particles deposited among all airways in a given generation, caused by the biological variability of the lung structure, and (ii) the local distribution of particles deposited within a given airway bifurcation resulting from the inhomogeneity of flow patterns and associated deposition mechanisms. Due to the stochastic nature of particle transport within the lungs in general, and within airway bifurcations in particular, this variability can be described mathematically by stochastic models. In addition to average values, stochastic models also provide information about the statistical distributions of deposition patterns, reflecting intra- and intersubject variability in particle deposition.
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    Stochastic environmental research and risk assessment 14 (2000), S. 211-212 
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