Assessment of maximum water discharge effect on river bed evolution

V. Trapaidze, G. Bregvadze, Nunu Tsintsadze, Merab Alaverdashvili, G. Grigolia, G. Gachechiladze
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Abstract

Mountainous relief of Georgia and climate change current trends increase the frequency of catastrophic phenomena that is manifested in particular in the fact that during intensive pouring rains takes place formation (passing) of water flows in large quantities and substantial river bed deformations. The main element of calculation of hydraulic constructions corresponding to these deformations is a value of maximum water discharge, determination of which is a complicated problem due to a question raised regarding the probability (percent provision) of this value, range of which is quite large - from 5% to 0,01%. In general, the less is the value of this probability, the more are the material expenses in the construction process (along with reliability). Different countries use different approaches when calculating maximum water discharges at the river crossings. Though, every single case has to be considered on the individual basis, the development of the common methodology, which gives us a result, close to the maximum to reality is no less important.
最大放水量对河床演变的影响评价
格鲁吉亚的山地起伏和气候变化目前的趋势增加了灾难性现象的发生频率,特别是在密集的倾盆大雨期间,大量水流的形成(通过)和大量的河床变形。与这些变形相对应的水力结构计算的主要要素是最大放水量的值,由于提出了关于该值的概率(百分比规定)的问题,该值的确定是一个复杂的问题,其范围相当大-从5%到0.1%。一般来说,这个概率值越小,施工过程中的材料费用(以及可靠性)就越多。不同的国家使用不同的方法来计算河流过境点的最大水量。虽然,每一个案例都必须在个人的基础上加以考虑,但共同方法的发展,它给我们一个接近现实的结果,同样重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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