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MODELLING OF CROCODILE RIVER SYSTEM USING ARTIFICIAL NEURAL NETWORKS

机译:人工神经网络建模鳄鱼河系统

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This paper presents an attempt to use Artificial Neural Networks (ANN) for the simulation of the Crocodile water resource system in the Mpumalanga province of South Africa and to use the model to assess the extent to which Kwena dam, the only major dam in the system could meet the required cross border flow to Mozambique. The modelling was confined to the low flow periods when the Kwena dam releases are most significant. The form of ANN model developed in this study is the standard error back-propagation run on a daily time scale. The model applied 32 inputs that comprised of four irrigation abstractions at Montrose, Tenbosch, Riverside and Karino; current and average daily rainfall totals for the previous 4 days at four rainfall stations; average daily temperature at Karino and Nelspruit; daily releases from Kwena dam; daily streamflow from the tributaries of Kaap, Elands and Sand rivers and the previous day's flow at Tenbosch. The single output was the current day's flow at Tenbosch. Data from a representative dry year and four release scenarios were used. The scenarios assumed that Kwena dam was 100%, 75%, 50% and 25% full at the beginning of the year and the water would be supplied at a constant rate to emptiness over a period of one year. It was found that increasing Kwena releases improved the cross border flows but the improvement in providing the 0.9m{sup}3/s cross border flow requirement was minimal. For the scenario when the dam is initially 100% full, the requirement was met with an improvement of 11% over the observed flows.
机译:本文介绍了使用人工神经网络(ANN)来模拟南非普马兰加省鳄鱼水资源系统,并利用该模型评估Kwena大坝的范围,是系统中唯一的主要大坝可以达到所需的横梁流到莫桑比克。当Kwena Dam释放最重要时,建模局限于低流量时期。本研究开发的ANN模型的形式是每日时间尺度运行的标准错误反向传播。该模型应用了32个输入,包括蒙特罗斯,Tenbosch,Riverside和Karino的四个灌溉抽象;在四个降雨站之前4天的当前和平均降雨量总计; Karino和Nelspruit的平均每日温度; kwena大坝的每日发布;从KAAP,Elands和Sand Rivers的支流和前一天的Tenebos中流出的日常流出。单个输出是Tenbosch目前的流程。使用来自代表性的干燥年份和四个发布方案的数据。该方案假设Kwena Dam在年初100%,75%,50%和25%,水将以持续的速度向空虚提供一年。结果发现,越来越多的kwena释放改善横梁流动,但提供0.9m {sup} 3 / s横梁流量要求的改进是最小的。对于大坝最初100%充分的情况,满足了观察到的流量的11%的要求。

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