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Hydrological modeling of the Congo River basin: Asoil-water balance approach

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par Bahati Chishugi Josue
University of Botswana - Masters of Sciences (M.Sc.) 2008
  

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CHAPTER FIVE

5.0 MODEL APPLICATION, DATA PRESENATTION AND INTERPRETATION RESULTS

5.1 Generalities on the Model application

The HATWAB model runs and simulates the water balance for each of the 62500 grid cells of the study area using inputs datasets previously developed and presented in GIS dataset formats. The GIS-database includes the hydro-climatic data sets which are potential precipitation (PPT) and potential Evapotranspiration (PET). It includes also the soil texture, the Vegetations, and rooting depth, which are used to derive the Soil moisture capacities per unit volume: Field capacities (FC), Wilting point (WP), Available water content (AWC). All the data sets are incorporated in the model at a 6X6 minutes (12X12 km) grid cell spatial resolution.

A raster file having an integer value of 1 inside the basin area and 0 outside the basin is assigned to the model as masking file delineating and forcing the basin boundary to the entire output of the model simulations.

Other important characteristic of the model is the facility to simulate the water balance for a specified area: a single grid cell, a sub-watershed (example: Kasai, Ubangi, Bangui, Ouesso, Lualaba sub Congo) or the entire Congo basin.

For each grid cell, the model run for a time loop of 12 months, using PPT and PET data sets available for a period of the 30 years (1961-1990) until a dynamic steady state is achieved in SM, AET and TRO with tolerance error of 0.01% in all these variables. If the steady state is not achieved the model proceed on a second, third, and so on, until the steady is achieved.

Finally, monthly and annual averages for Soil moisture (SM), Actual Evapotranspiration (AET), Runoff (TRO), Vertical Integrated moisture coverage (C), and the Imbalance (I) are outputted for the entire basin.

A spreadsheet was developed to accumulate the total Runoff for each sub-watershed, and to average the annual Soil moisture and Evapotranspiration. These results will be presented in the following sections.

5.2 Initial soil moisture

In order to solve the water balance differential equation governing the soil moisture Equation (31), the initial soil moisture is determined in accordance with Alemaw (2003). In most hydrological water balance, it is assumed that at the end of a wet season the soil moisture remains at the state of its field capacity attained during the wet season. Therefore, the simulation starts at the end of the wet season when it is assumes that the soil is at field capacity. Soil water stocks are then depleted during the dry season in accordance with the moisture retention function.

For a large watershed, the ratio PPT/PET can be used as a good indicator of seasonal
distribution of the wetness of the dryness at a specific geographic location in a region: a
wet season is characterised by a ratio PPT/PET greater than the unity, while a value less

than the unity corresponds to the dry season. The month where PPT/PET just starts to fall under the unity is selected by the model as the starting month of the simulation.

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