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  • Articles  (8)
  • geomorphology  (8)
  • 1975-1979  (8)
  • 1945-1949
  • 1930-1934
  • Geosciences  (8)
  • Architecture, Civil Engineering, Surveying
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  • Articles  (8)
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  • Geosciences  (8)
  • Architecture, Civil Engineering, Surveying
  • Mathematics  (8)
  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 8 (1976), S. 597-616 
    ISSN: 1573-8868
    Keywords: classification ; Markov processes ; geomorphology ; hillslopes
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract If considered as a sequence of morphological units, hillslopes can be treated as realizations of a stochastic process in which morphological units correspond to events and their attributes (e.g., slope)to values. A first-order, discrete-state, discrete-time Markov model, applied to a group of hillslopes measured in Calabria, explained a significant part of the hillslope morphology. A Markov property was determined to be present in the sequence of slopes and lengths of the morphological units. In the subsequent analysis of the Markov property in the sequence of slopes, an optimum transition scheme was developed. This indicated, inter alia,that concavity in the hillslope was most probable where the slope was in the range from 7° to 〈9°. The hillslopes were divided into classes based upon their geomorphological position. The resulting transition probability matrices and their derivatives were examined for significant differences.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 7 (1975), S. 267-278 
    ISSN: 1573-8868
    Keywords: Fourier analysis ; pattern analysis ; geomorphology
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract A deformation mechanism is described and analyzed. It is intended for height patterns exposed to erosion and tectonic activity. A simulation experiment is carried out for this model. Closedform expressions are derived for the covariance field, the properties of spectral estimates, and for the optimal retrospective reconstruction of earlier, unknown height patterns. For obvious reasons the author is in no position to make claims about the verisimilitude of the model. It is offered as an example of a potential application to geology of the theory of patterns developed by the author and his coworkers in recent years. It is hoped that those more qualified than the author in the subject matter area can extend and modify the analysis to make it closer to geological reality.
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 10 (1978), S. 59-72 
    ISSN: 1573-8868
    Keywords: geomorphology ; hypsometric analysis ; statistical moments
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract A method, applicable to multivariate designs, describing the form of the percentage hypsometric curve is developed in this research. Emphasis is placed on the quantitative aspects of curve form, rather than on average slopes, inflection points, or hypsometric integrals. A question of uniqueness arises when values, like the integral, are used as landform surrogates in process-response models involving drainage basins. It is demonstrated that the hypsometric curve has a much greater potential for quantitative landform analysis than can be realized through employment of the integral value alone. Unlike the integral, the functional form of the curve is unique to a particular area, depicting, among other things, evolutionary changes in the form of drainage basins. The technique involves treating the “decumulation” of the hypsometric curve in its mirror image as a cumulative distribution function. Statistical moments of the curve, and expectations of (x)for the curve's density function are derived, projecting a vector of curve-form attributes.
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  • 4
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 10 (1978), S. 141-167 
    ISSN: 1573-8868
    Keywords: geomorphology ; statistics
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract This paper is based on the study of shore line length of 12 Swedish lakes on various maps ranging in scale from 1:10,000 1:1,000,000. The lakes differ in size, from Lake Munksjön, which has an area of 1.1 km2, to Lake Vänern with an area of 5893 km2, and also in shore line irregularity, ranging from the rather regular basins of Lake Munksjön and Lake Erken to the very irregular basin of Lake Mälaren. A “new ” method, the checkered transparent paper method (the CTP-method), was adopted to measure the shore length of certain lakes on various maps. Length determination by this method can be executed quickly and easily, and in a statistically definable way, giving comparable data from various types of map. A formula defining the functional relationship between scale, shore irregularity, shore length, and lake area has been derived: $$NF = F(K_{2} - K_{1})/[K_{2} - log(s + a)]$$ or $$1_{n} = 1(K_{2} - K_{1} )/[K_{2} - log(s + a)]$$ where NF = the normalized shore development (shore irregularity) at a scale of 1:1; F = the shore development as determined on a given map scale; s = the scale factor (10,000, 50,000 etc); a = 105 ⋅ log A, where 105 = the area constant; A = the lake area in km2; K1 = log(s + a) for s = 1, i.e. the reference scale; K2 = log(s + a) for s = 6,000,000, where 6,000,000 is called the scale constant; 1 = the shore length as determined by the CTP-method on a given map; and 1n = the normalized shore length at a scale of 1:1. The formula offers a high degree of accuracy and the length of any closed geomorphic line can be determined independently of map scale, under given practical limitations. The length value obtain is the normalized length, that is the best approximation of the real, natural length at a scale of 1:1.
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  • 5
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 8 (1976), S. 429-461 
    ISSN: 1573-8868
    Keywords: probability ; geomorphology ; hydrology ; drainage networks
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract Enclosure of some portion of one or more natural stream-drainage basins by superposition of a rectangle on a map of drainage network results in fragmentation of the natural basins into a set of disjoint channel networks. Each of these may have some channel links and forks of the natural network plus truncated links intersected by the enclosure boundary. The topological properties of the network elements in the enclosure are used to set up a model of random network patterns, in which the number of disjoint channel networks is expressed as a function of the number of links and forks in the enclosures. This function is shown to be a multiplicative constant times the square root of the number of links or forks. Empirical data on square and rectangular enclosures of several sizes from the Inez (Kentucky)Quadrangle map showed that the predicted multiplicative constants do not agree with observation, but that the square-root relation seems to hold at least to a first approximation. The models thus can be used as a norm against which deviations of real-world enclosures from network pattern randomness can be studied.
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  • 6
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 8 (1976), S. 635-647 
    ISSN: 1573-8868
    Keywords: principal-components analysis ; geomorphology ; oceanography ; sedimentology
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract Analysis of channel cross sections is hindered by lack of parameters to describe the shape of the cross section. In the situation of a sample of cross sections taken across tidal inlets, if the cross section is expressed as an observation vector, principal-component analysis can be used to derive eigenvectors for the data set. By neglecting eigenvectors that explain little variance, mathematical representation of the original data set is simplified by transformation to the eigenvector space. For 408 cross sections each represented by a 60-component vector, three eigenvectors explain 97.5 percent of the total variance in the data set. The three-dimensional representation simplifies the task of analyzing cross-sectional shape. The physical form of the first three eigenvectors have considerable resemblance to classical types of variation noted in inlet-channel studies. The method is applicable directly to analysis of other fluvial and estuarine channels.
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  • 7
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 10 (1978), S. 53-58 
    ISSN: 1573-8868
    Keywords: geomorphology ; mathematical modeling
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract Considering (1)the wave-induced cliff recession and (2)the wave dynamics in shallow water, the present study attempted to evolve a model of the temporal development of submarine platform with static sea level. The model, expressed in terms of an exponential function of time, shows that the platform development approaches equilibrium with time.
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  • 8
    Electronic Resource
    Electronic Resource
    Springer
    Mathematical geology 9 (1977), S. 63-75 
    ISSN: 1573-8868
    Keywords: regression ; functional analysis ; curve fitting ; quantitative methods ; geomorphology
    Source: Springer Online Journal Archives 1860-2000
    Topics: Geosciences , Mathematics
    Notes: Abstract Simple least-squares regression analysis is applied to almost all empirical curve-fitting problems in earth science (and related fields). Its use, however, should be restricted to predictive situations. For comparisons with theory or among fitted lines, the related technique termed functional analysisshould be employed. To apply this method, the ratio of the random components of the variances of the variables must be estimated. Principles are illustrated with examples from geomorphometry, especially the stream frequency-drainage density relation.
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