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Determination of Ecological Instream Flow Requirements at Austrian Rivers via Minimum Flow Tests

机译:通过最小流量试验确定奥地利河流的生态上游流量需求

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The state of the art of the determination of ecological instream flow requirements is to guaranteethe preservation of a characteristic and river specific composition of species and life stagesof aquatic organism. Based on the Austrian Water Law, the maximum of possible reductionshave to be discussed during the process of permission.The presented method for defining flow requirements as a minimum flow out of minimum-flowtests is a reproducible and low cost way of objectivising the repercussions of water abstractionwithin the stream. By adopting abiotic parameters for different flows and establishing comparisonswith the natural conditions in the stream (guiding view) prior to water abstraction as well asby determining a dynamic pattern of flow to maintain the natural variations in yield, it is possibleto define and minimise the effects on the ecological conditions within the stream.The huge range of consequences in diverted rivers is shown and discussed at 19 case studiesat Austrian rivers and streams. Minimum flow primarily is defined out of statistic comparisons ofFST hemisphere distributions. Depending on type of river, acceptable minimum flow under theaspect of guaranteeing habitat quality is defined between 50 and 60 % MJNQt (mean of annualminimum flows of a period t) for potamal collin and planar rivers and between 30 and 70 %MJNQt for alpine and montan rhithral rivers. At minimum flow, the reduction of depth shows arange between 5 and 20 % for potamal type and 15 to 45 % for rhithral rivers. The wetted areais reduced between 5 to 25 % from situation at guiding view at potamal rivers and between 10and 35 % at rhithral type. Highest changes were measured for parameters aquatic volume andmean velocity. At accepted minimum flow, up to 40 % reductions of volume (rhithral 55 %) and45 % of mean velocity (rhithral 60 %) have been measured.Within a range between minimum and maximum instream flow, a dynamic pattern of flow will becontrolled depending on natural flow up to the point of excess water. Depending on dischargeregime, maximum instream flow was defined between 90 and 145 % MJNQt for potamal riversand between 55 and 160 % MJNQt for rhitral type.One may conclude from that the necessity of single case study judgements to conserve theecological integrity of rivers and the efficiency of the use of water. The discussed method andprocess of defining instream flow requirements ensure the objective presentation and minimizationof the effects. Observed data at 19 case studies in Austria show the outstanding importanceof the parameters volume and flow velocity, which are most effected in comparison to themodel.
机译:确定生态上游流量需求的最新技术是为了确保 保留物种和生命阶段的特征和河流特定组成 水生生物。根据奥地利《水法》,可能的最大削减量 在许可过程中必须进行讨论。 提出的用于将流量需求定义为最小流量中最小流量的方法 测试是客观再现水提取影响的可重复且低成本的方法 在流中。通过针对不同流量采用非生物参数并建立比较 在提取水之前以及在溪流中的自然条件(引导视图)以及 通过确定流动的动态模式以维持产量的自然变化,有可能 定义并最小化对河流生态环境的影响。 在19个案例研究中显示并讨论了分流河流的巨大后果 在奥地利的河流和溪流中。最小流量主要是通过以下方法的统计比较来定义的: FST半球分布。根据河流类型的不同,可接受的最小流量 保证栖息地质量的方面在50%至60%MJNQt之间(年均 波坦科林河和平面河在t)期间的最小流量,且介于30%和70%之间 MJNQt适用于高山和褐变河。在最小流量下,深度的减小显示出 对于波塔马河类型,其范围在5%至20%之间;对于河系河流,其范围在15%至45%之间。湿区 在波坦河的指导视野下减少了5%至25%,在10%的范围内减少了 鼻型为35%。测量了最大变化量的参数水生体积和 平均速度。在可接受的最小流量下,最大减少40%的体积(节律性为55%),并且 已测量到平均速度的45%(陀螺为60%)。 在最小和最大流入流量之间的范围内,流量的动态模式将是 根据自然流量控制到多余的水量。取决于放电 体制,波坦河的最大入流定义在90%至145%MJNQt之间 对于鼻型而言,MJNQt在55%至160%之间。 可以得出这样的结论,即单案例研究判断必须保存 河流的生态完整性和水的利用效率。讨论的方法和 定义入流需求的过程可确保客观呈现和最小化 的影响。在奥地利进行的19个案例研究的观察数据显示出了极其重要的意义 与体积和流速相比影响最大的参数体积和流速 模型。

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