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Poster Sessions
  • Session 1
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  • ACRS 1999


    Poster Session 2
    Generating Water Resource Distribution Map using R.S. and GIS at Global Scale

    4. Generating water resource distribution map

    4-1:Definition of water resource distribution map
    The water resource distribution map shows the amount of available water at each grid cell, assuming that water can be pumped from the neighboring river. The available water on a grid cell is estimated, using the elevation difference and the distance between the closest river and an object-grid-cell. As shown in figure 4-1, the distance is defined along the route through which the water flowed down.



    Figure 4-1 Elevation difference and distance of runoff route

    4-2:Estimation of the available water The authors apply “potential energy” concept in order to take the elevation difference into account. And it is assumed the available water is in inverse proportion to the distance in order to take the distance into account.

    4-3:Generating water resource distribution map
    Drainage network whose discharge is more than “D” is extracted from the discharge map in chapter 3. Constant “D” is determined for each river from the annual least discharge. If the runoff on a grid cell runs down along DDM and reaches the drainage network like figure 4-1, the elevation difference and the distance are calculated for each grid cell. When the workload is given as constant “W”, the formula for finding the available water is:


    AW[ m3/y]: available water, W[ KWy]: workload, g[ m/s2 ]: acceleration of gravity, E[ m]: elevation difference, d[ m]: distance from the drainage network.

    We can calculate the available water on all grid cells by the above-mentioned formula. For example, water resource distribution map of Mekong basin is shown at figure 4-2.



    Figure 4-2 Water Resource Distribution Map on Mekong Basin

    5. Conclusions and Future works

    5-1:Conclusions
    We generated Discharge Map using water balance model and DDM. But water balance model has several problems. At first, the estimation of evapotranspiration is overestimated in winter because water balance model takes the snowfall as the rainfall. Secondly, the estimation of runoff is not very accurate because the model doesn’t separate groundwater runoff from surface runoff.

    We generated Water Resource Distribution Map using Discharge map. But this output has problems. The author does not take reservoirs and dams into account in calculating the available water. If reservoirs and dams are taken into account, water resource distribution map will become a more accurate. The improved result may help in planning of irrigation system in order to enhance the agricultural productivity as well as food demand of increasing world population.

    5-2:Future work
    Demand for water can be estimated using population and agricultural productivity at each grid cell. Comparing the demand for water with the available water, we are able to evaluate whether each river can meet the demand or not.

    6. References
    • An and Tateishi (1995): Estimates of Global Land Evapotranspiration and Water Resources Using GIS Techniques
    • Ochi S. (1999): Algorithm for Generating Drainage Direction Matrix using DEM(GTOPO30) and DCW, Photogrammetry and Remote Sensing ,Vol.38, No.3
    • Nogami M. (1998); An Algorithm and a C-Program Source for Automated Drainage Network Extraction, Theory and Application of GIS, Vol. 6, No.1
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