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Determining Channel-Forming Discharge for River Restoration and Stable Channel Design: A How-To/ How-Not-To Workshop

机译:确定河流恢复和稳定河道设计的河道形成流量:“如何/不可以”研讨会

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Stream erosion contributes a significant amount of sediment pollution to streams, rivers, lakes, and reservoirs. Stable channel design, in which the cross-sectional and plan-view dimensions of a stream are altered to a more stable configuration, has become an increasingly popular method to stabilize degrading streams. Channel-forming discharge is one of the most important parameters required for this type of stable channel design. Three popular methods for approximating channel-forming discharge are bankfull discharge, effective discharge, and the discharge of a given recurrence interval, such as the 2-year flow.Bankfull discharge, defined as the stream flow when the height of the water just reaches the top of the banks, is often used as the channel-forming discharge. Various methods for calculating bankfull discharge include resistance equations, gage station rating curves, and regional power curves. Studies performed on Kansas streams shows tremendous error with some methods for determining bankfull flow.Effective discharge, defined as the discharge that carries the most sediment over the medium to long term, includes information about the sediment transport capacity of a reach and the hydrologic record of the watershed. Effective discharge can be calculated using data from the internet, augmented by field-collected sediment data. Although this method is seen by many to be the most meaningful and correct approximation for channel-forming discharge, not many people know how to calculate it.The recurrence interval of channel-forming discharge varies greatly from region to region. Bankfull discharge on cohesive bed streams in Kansas, for example, was shown to be approximately half of the 2-year flow, while studies performed in other states showed bankfull discharge to more closely match the 10-year flow. A recurrence interval flow should not be used without correlating the return period with several local, stable, streams.This workshop will introduce participants to the most popular methods of channel-forming discharge determination. The benefits, limitations, and drawbacks of each method will be illustrated. Data from stable streams in Kansas will be used to show the applicability and variability of each method, as well as the error produced if a method is misapplied. Participants will then be shown in easy-to-duplicate steps how to calculate effective discharge, using data from the internet and from the field.
机译:溪流侵蚀给溪流,河流,湖泊和水库造成了大量的泥沙污染。稳定的通道设计将流的横截面和平面图尺寸更改为更稳定的配置,这种稳定的通道设计已成为稳定降解流的一种日益流行的方法。通道形成放电是此类稳定通道设计所需的最重要参数之一。三种近似的通道形成流量的流行方法是堤满流量,有效流量和给定的重复间隔(例如2年流量)的流量。 堤岸满溢排放,通常是指形成水的高度刚好达到堤岸顶部时的水流,它是形成河道的排放物。计算满溢流量的各种方法包括电阻方程,量规站额定曲线和区域功率曲线。对堪萨斯河水流进行的研究表明,使用某些确定河床流量的方法存在巨大的误差。 有效排放量是指在中长期内沉积物最多的排放量,其中包括有关某段河段的沉积物输送能力和流域水文记录的信息。可以使用来自互联网的数据来计算有效排放量,并通过现场收集的沉积物数据进行补充。尽管许多人认为此方法是最有意义和最正确的近似通道形成放电的方法,但没有多少人知道如何计算它。 通道形成放电的复发间隔因区域而异。例如,堪萨斯州粘性河床排的河滩流量约为两年流量的一半,而在其他州进行的研究表明,河床排河流量与10年流量更为接近。如果不将返回周期与几个本地的,稳定的流相关联,则不应使用重复间隔流。 该研讨会将向参与者介绍最流行的渠道形成放电确定方法。将说明每种方法的优点,局限性和缺点。来自堪萨斯州稳定流的数据将用于显示每种方法的适用性和可变性,以及如果方法使用不当会产生的错误。然后,将通过简单易懂的步骤向参与者展示如何使用来自互联网和现场的数据来计算有效排放量。

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