首页> 外文会议>Proceedings of the Ninth International Symposium on River Sedimentation vol.4 >THE ASSESSMENT OF EROSION SEDIMENT INCOMING INTO WATER RESERVOIR BOTONEGA IN ISTRIA (CROATRIA)
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THE ASSESSMENT OF EROSION SEDIMENT INCOMING INTO WATER RESERVOIR BOTONEGA IN ISTRIA (CROATRIA)

机译:ISTRIA(克罗地亚)渗入到水库中的侵蚀性沉积物的评估

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The paper stresses the influence of soil erosion on water management in Istria, which is especially present in the catchment area of the largest and most important water storage basin (artificial lake) in Istria, i.e. water reservoir Botonega. The reservoir is located in the central part of Istrian peninsula where flysch geological formations are dominant. Such conditions contribute to the occurrence of erosion of various types and intensities. Therefore the assessment of the erosion sediment incoming into the reservoir is difficult and unreliable. In Croatia the assessments of erosion sediment incoming into artificial lakes are usually estimated by the parametric method of Prof. Gavrilovic. The method is briefly described in the paper and the result of the assessment is presented. The results show that the sediment incoming into Botonega reservoir could be 3 times greater than the value predicted in the design documents of the reservoir. For the minimisation of sediment incoming into the reservoir one detention dam constructed at the tail of reservoir. The measured quantities of sediment deposited behind the constructed detention dam indicate that the reliability of the estimation of erosion sediment transport according to Gavrilovic's method mostly depends on the available data on catchment area. The necessary data can be obtained by applying of the remote sensing on the catchment area and by implementation of GIS technology in procedure of evaluation of the parameters in Gavrilovic's method.
机译:本文强调了土壤侵蚀对Istria水资源管理的影响,尤其是在Istria最大,最重要的蓄水盆地(人工湖)的集水区,即Botonega水库。该油藏位于伊斯特拉半岛的中部,这里的碎屑地质构造占主导地位。这样的条件导致各种类型和强度的腐蚀的发生。因此,对进入储层的侵蚀性沉积物的评估是困难且不可靠的。在克罗地亚,通常通过Gavrilovic教授的参数方法对进入人工湖的侵蚀性沉积物的评估进行估算。本文简要介绍了该方法,并给出了评估结果。结果表明,进入博通加水库的沉积物可能是水库设计文件中预测值的三倍。为了最大程度地减少进入水库的泥沙,在水库的尾部建了一个水坝。所测量的在建的拦河坝后方沉积物的沉积量表明,根据加夫里洛维奇方法估算侵蚀性沉积物运移的可靠性主要取决于集水区的现有数据。在加夫里罗维奇方法的参数评估过程中,可通过在集水区应用遥感技术和实施GIS技术获得必要的数据。

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