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GIS as a useful tool for Spatial Distribution of Climate Parameters Observed in Point Over Relatively Long Period of Time
Joanna Bac–Bronowicz
Institute of Geodesy and Geoinformatics
152-52 Sugo, Takizawa, Iwate, Japan
hidemi.fukada@gmail.com
Nobuyuki Maita
Graduate School of Software and Information Science,
Wroclaw University of Environmental and Life Sciences,
Poland.
E–mail: bac–bronowicz@kgf.ar.wroc.pl
Abstract
The major aim of this project is to present GIS as a useful tool for data verification, analysis and the presentation of spatial distribution, for example of climate parameters which depend on topographic conditions, over medium scale areas and a relatively long period of time. The reliability of the model of phenomena parameters’ distribution, established on the basis of measurements in points, is the one that was obtained for the least reliable parameter put into the model’s creation. It concerns both the location of the measurement’s place and parameter’s value. Subjective experience of an author may influence the modeling on the basis of insufficient number of points. Lack of knowledge on that fact may lead to drawing wrong conclusions when it comes to phenomenon distribution and to elaborating incorrect forecasts. Describing the probability of information transfer, while creating a model on the basis of insufficient number of points, may increase the reliability of that model.
INTRODUCTION
This project analyzes the possibility of applying Geographical Information System (GIS) to spatial distribution of environmental research on the basis of measurements observed in point during the long periods of time. It presents a method based on assumption that if there are similar topographic conditions, it might be suggested that there are also similar conditions in the indicated area. Such assumptions can appear when it comes to the distribution of climate parameters, noise or air pollution. The second principle is a kind of uniformitarianism. If there were similar climatic conditions in the historical period in certain area we can assume, with high probability, that in this area there are still similar climatic conditions, on the condition that the topographic situation has remained unchanged. Due to that fact, in present circumstances, we can transfer information on the basis of fewer number of indicating points. On the basis of these guidelines, the digital maps of climatic conditions can be built. This is a proposition for these meteorological data fields that need to be constructed from point measurements and from spatialisation of obtained values from the whole examined area. Sometimes it is not possible to transfer point information from some places because there are different natural conditions, natural or anthropogenic barriers, or different times of observation than in the places from the nearest neighborhoods. It seems that it would be better to leave some areas terra incognita than to create false model of monitored phenomenon. These places are presently characterized with lack of data. Such a way of interpreting information from phenomenon’s model, indicates areas which need additional researches before making a decision conditioned by examined parameter’s distribution. Such a solution was tested along with developing the Spatial Information System in Department of Geodesy and Cartography of the Office of the Marshal of Lower Silesian Voivodship, Poland. Each region consists of elementary fields of climatic groundwork, which will be assigned to determine the type of climatic conditions with certain degree of climatic risk or described as “lack of data”.
The above mentioned method of spatial interpretation of phenomena measured in points can be also used when monitoring parameters indicated in elaborations for the needs of environment protection, geology, soil science, hydrology etc.
ANALYZING CONDITIONS OF MEASUREMENTS IN POINT
Location of measuring station
Measuring stations (points) should be located while technical and environmental conditions are steady. The information about the type of landscape for each station has been mentioned in the reports. Especially, the following should be given attention to: plain, seaside-plain, plain and lakes, wide river valley, valley slope, hills, steep slope at a lake, hills and lakes, slope of the plateau, foothills, plateau, large clearing. It means that certain measured values are valid only for the same landscape unit and further "spreading out of information" should be conditioned by the analysis of the surroundings. Such characteristics as a shape of the area near the station and convex or concave also have great influence on the data. Conditions of the roughness of the neighborhood, as well as the conditions of moving air masses transformation, the frequency of calms and light winds etc. should be taken into account during the analysis of the representation level of the stations’ location. The change of measuring point’s location can change the conditions of the observation. Stations are moved because of many different reasons. Nevertheless information about the change of the measuring point’s location should be noted in the data base. Changes of the surroundings that occur in time (construction of new buildings, growth of trees, etc.) should also be taken into consideration.
Density of network of measuring stations
Dense network of measuring stations is required especially in mountains and hills, because of very strong influence of the relief. Also location on the northern or southern slope influences measured parameters. The best solution is to place a station in each unit previously separated by different topographic conditions, as well as to make the data representative for the whole area. In figure 1. you can see that existing network does not meet those conditions. Polish network of measuring stations does not represent most of units, which were separated by topoclimatic conditions. Therefore, commonly used interpolation functions do not fulfil any conditions of good climate modelling.
 Fig 1. Difficulties with forming spatial distribution of precipitation on the basis of insufficient number of measuring points in each unit separated by different topographic conditions
In the period 1891 – 1930, valuable data from 400 stations in Lower Silesia were accessible for verification but at present period the amount of stations equals only 60. Therefore, the assumption was that decrease in the amount of observation points had no influence on climatic conditions. Localization of those stations is additionally shown in figure 3 which illustrates the usage of historical data. If you would like to find information about historical data concerning stations measuring precipitation in Lower Silesia Region in Poland, see visualization of complex symbols at www.gislab.ar.wroc.pl (click homepage of the author). These information may play a role in navigation in all disseminate precipitation data in Lower Silesia Region. The website is constructed as multidimensional display in a map in Internet. Topographic base as well as measured data are shown in interactive Internet's maps (Bac-Bronowicz, Cieslinski 2004).
Measurement period
Only many years’ averages of precipitation from the same period, obtained from continuous observation for at least thirty and better forty years, can be used for detailed elaborations for all stations located in studied area. Annual precipitations’ sums show the lowest variation in comparison with other periods of observation. In case of shorter period of observations the analyzes of data should be more detailed. In extreme cases, maximal daily precipitations can be used. For a certain number of stations in Lower Silesia the results from 115-year-long precipitation time series concerning years from 1891 to 2006 are available. It happens that even 30-years-long period can be unrepresentative because of uneven distribution of precipitation in longer perspective (for all 115-year period).
DISTINGUISHING PRECIPITATION REGIONS
The next stage of analysis consisted in distinguish the type of precipitation regions. This was achieved using multi-feature analyzes of precipitation conditions in measuring points, and altitude of the station above the sea-level. Next the areas around the station were enclosed in the regions indicated by mentioned above categorization.
The author presents reliable transfer of information to each elementary field around measuring station. Reliability of transfer would be different, depending on the distance and terrain topography. What is really crucial in that case is correct indication of probability distribution (Zhang at a., 2000; Bac-Bronowicz, 2007). As a first step, information is transferred depending on distance. Next the information is corrected according to differences of height between measuring station and basic fields around the point. The last way to transfer information from point to surrounding is meteorological uniformitarianism. If in elaborated area there were similar climatic conditions in the historical period in certain area we can assume (with high probability) that in this area there are still similar climatic conditions. Due to mentioned above facts, the author suggests that transfer of information, on the basis of fewer number of indicating points, is possible. On the basis of these guidelines, the digital map of climatic conditions can be presented.
Determination of typical groups connected with precipitation, based on taxonomic methods
Using multi-feature classification, nine types of regions were selected. Mean magnitude of precipitation in different seasons of the year, and other parameters influencing the precipitation were taken into consideration. Average sums of precipitation in periods: V+VI, VII+VIII, IV-IX and height of points above sea level were chosen to determine precipitation regions. In this elaboration used information is of special importance for agriculture. During elaboration of this article, the author examined various ways to indicate values to divide precipitation into types: field as Voronoi’s mosaic (Thiessen, 1911), cluster analysis (Irvin at a. 1996; Ventura at a. 2000, Zhu at a., 2001) and approximation using spline function. Classifications of the clustering of objects into different groups turned out to be the most accurate. The partitioning of data into clusters was adequately flexible according to users needs. Defining distance between multi-values and other parameters turned out to be effective for different number of points and combination in multi – feature data.
Construction of database
In order to carry out the analyzes whose aim was to separate areas in which the factors have similar influence on spatial information transfer, it was crucial to create spatial information system including chosen attributes necessary for given analyzes and determining the subsequent zones of information transfer to measuring stations.
Selection of reference unit, which is accommodated to the needs, and accuracy of the compilation scales are a very important point in the construction of the spatial information system for climate. After the analyzes of elaborations of parameters’ distribution, the basic fields of 1 km square were chosen. In Poland one of the basic systems is the TEMKART. The initial unit is a trapezium with sides that correspond with one degree in geographic reference system, divided into fields with sides 10' and 5'. Then the field is divided into 9 rows and 12 columns. In elaborated area units are about 1 km square and fluctuate between 0,981 and 1,022 km square. Further division is possible using quadruple system.
There is one line in tables together with data and metadata for each field. For each field in the system, there was information assigned about its connection with station’s surroundings (number, zone of information transfer etc.), and connection with physico-geographical unit. Connection has been classified into the following division: 30%, 30-50%, 50-70%, 100%. It is significant because it often happens that one basic field appears in the zone of influence of two or more measuring stations. Having tables created in such a way, we can decide from which station information is more reliable because it directly indicates the number of information transfer zone. The smaller it is the more reliable the information is. What is problematic is information transfer if there is the same number of surroundings and in such case, what should also be taken into account is additional information, for example – land cover, climatic parameters distribution in other measurement periods etc. In figure 2. coverage by 9. zones of information transfer of Lower Silesia is presented.
 Fig 2. Coverage by 9. zones of Lower Silesia
Ascribing the probability of information transfer to separate zones according to their distance from the station and difference of height
In this proposition, the values of reliability of information transfer from point to surroundings, depend on the distance (between measuring point and elementary field) and terrain topography. What is really crucial in that case is correct indication of probability distribution.
In the first phase, each basic field included in the zones of information transfer of measurement station, has been evaluated depending on the distance from the point which indicated value of its features. In the first zone, that is in the field in which there is meteorological station, information is certain because that is the place in which measurements took place. That is why the probability of information transfer is 1. The probability of information transfer diminishes along with the distance from the station. The second factor is acceptable difference of height between elementary field and the point from which information will be transferred. In figure 3 you can see the possibility of information transfer from observation points to surroundings. Only fields with accepted difference of height were taken into account (Bac-Bronowicz 2004).
 Fig 3. Stations with fields in the neighborhood zones, meeting the conditions of transfer information
DISTINGUISHING THE BOUNDARY LINES OF PRECIPITATION REGIONS – VISUALIZATION
The next step is to divide the area of sub-regions on the basis of classification values of parameters indicated in points.
In the cartographic model, the process of transitions from discrete characteristics to continuous characteristics is often accompanied by visualization in a form of real or theoretical izarythms. In this proposition neighborhood sub-areas may differ of more than one class. It is especially visible in mountains. In described visualization of sub-areas there were few indicating points (mentioned above insufficient number of measurement stations). The author decided to join historical information about similarities of conditions. When in the basic fields present information is not possible to transfer, there is a need to put some information about the determined probability of the climatic conditions analogy – which denotes in what way the next unit would be similar and whether the information could be removed. It would be a kind of meteorological uniformitarianism – the theory that meteorological phenomenon may be explained as a result of existing forces operating in the past. The construction of precipitation model on the basis of historical data may increase reliability of information. This conclusion seems to be pertinent especially when interpolated from the existing data model is not complete.
The proposition of dividing the area around the station into the regions of homogeneous climatic conditions containing the same type of information is the next step towards adding information about the distribution of phenomenon (Fig. 4). The regions 3 and 4 as well as 6 and 7 are clutched on the map, because altitude (above the sea level), not magnitude of precipitation, is a determinant of the division in these classes. Distances between the values of average precipitation enabled to form one class. Such a division, based only on the precipitation, is convergent with the former regions but it also enables diversification of particular sub-regions with similar precipitation. This may be of special importance in agriculture.
Of course, cartographic form of presenting maps might be much better, but in such a small picture (presented in this paper) simple description is clearer. Final elaboration of maps was made in professional cartographic form with geographical grid, topographic basis, legend etc.
Such a solution was tested along with developing a Lower Silesia Spatial Information System. Incidence of ground-frosts, hails, torrential rains and floods should also be analyzed.
 Fig 4. This fragment of the map shows location of present and historical data and course of borders of historical precipitations regions. Similar climatic conditions in the historical period in certain area suggest similar present climatic conditions.
CONCLUSION
Accuracy of information accepted from the model of distribution which was constructed on the grounds of point database of spatial information system, will also depend on the size of the reference unit (natural or geometric) on the basis of which it was created. Those constructions are more complicated when the network of measuring points does not represent majority of units which were separated by factors’ distribution, for example topographic conditions (Kondracki, 2000). Determinations of regions’ borders and reliability zones of transferred information of continuous features measured in point are introduced as an important part of geographic analyzes. Location of stations measuring various parameters (whose distribution depends on topographic conditions) is required especially in rivers valleys, uplands and mountains, because of very strong influence of relief. The elaborations of elements’ distribution, mainly in the areas without the sufficient number of measuring stations, are still being discussed and examined.
Each of the mentioned above features (and more) has influence on information obtained from the model of precipitation distribution. Even the most correct model can be a cause of wrong decisions if the proper explanation data are not taken into account. In GIS elaborations, the sources, accuracy, topicality and complexity of data should be given carefully to avoid exposing users to inaccurate results of their work.
Contemporary needs of users require interpretation of many years’ average in order to assess thoroughly climatic conditions, especially in smaller areas. Local authorities should also put emphasis on the use of values of characteristics of environmental conditions when formulating characteristics of administrative units. Such approach may be helpful in the decisions about the ways to stimulate the economic progress. That’s why the author pays attention to the need to correct assessment of climatic data obtained from climatic stations in order to compare them and improve utilization of data. Because nowadays information about climatic conditions serves to load not only the database of environmental and natural conditions, it should be clear and precise. The information about the reliability of information transfer may be very useful for advanced users. The climatic database should contain information about sources and the way of interpolation of continuous features on the basis of point information. The identification of precipitation regions in the tested area typical for Lower Silesia region is an important part of a research project, being sponsored by the State Committee for Scientific Research for the years 2001- 2004 (The modelling spatial climate data in GIS no. 8 T12E 042 21).
REFERENCES
- Bac-Bronowicz J. (2004), “Technique for constructing continuous meteorological fields from point measurements using incorporated effects of topography”. 10 th EC-GI&GIS Workshop. Warszawa
http://www.ec-gis.org/Workshops/10ec-gis/papers/poster.bac-bronowicz.pdf
- Bac-Bronowicz J., Cieslinski M. (2004), „Reliability of cartographic presentation of spatiotemporal information in Internet related to punctual data consisting of natural elements”. GIS-Ostrawa Proceedings, http://gis.vsb.cz/GISengl/Publications/GIS_Ova/2004/Referaty/bronowicz.htm
- Bac-Bronowicz J. (2007), “ Topographic factors as the possibilities to determine the reliability zones of transferred information of continuous features measured in point”, GI-Forum Proceedings, Salzburg.
- Irvin, B.J., Ventura, S.J., Slater, B.K. (1996), “Fuzzy and isodata classification of landform
- Thiessen A.H. (1911), “Precipitation averages for large areas”. Monthly Weather Review, 39(7): 1082-1084.
- Ventura, S.J., Irvin, B.J. (2000), “Automated landform classification methods for soil-landscape studies”. In: Wilson, J.P., Gallant, J.C. (eds.), Terrain analysis: Principles and applications. NewYork: John Wiley & Son, pp 267–294.
- Kondracki J. (2000), „ Geografia regionalna Polski [Polish Regional Geography]” . Wyd. Nauk. PWN, Warszawa. [in Polish]
- Zhang J., Goodchild M.(2002), “. Uncertainly in Geographical Information”. Research Monographs in GIS. Taylor&Francis Group. New York.
- Zhu, A.X., Hudson, B., Burt, J., Lubich, K. and Simonson, D. ( 2001), “ Soil mapping using GIS,expert knowledge, and fuzzy logic”. Soil Sci. Soc. Am. J. 65:1463-1472.
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