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首页> 外文期刊>Transactions of the ASABE >EVALUATING CHANNEL-FORMING DISCHARGES: A STUDY OF LARGE RIVERS IN OHIO
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EVALUATING CHANNEL-FORMING DISCHARGES: A STUDY OF LARGE RIVERS IN OHIO

机译:评估形成渠道的流量:俄亥俄州的大型河流研究

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摘要

Measured data were used to evaluate whether bankfull discharges were related to effective discharges for large rivers in Ohio. The frequency and sediment transport associated with these channel-forming discharges was also examined. Rural watersheds in the Midwest region of the U.S. are dominated by agricultural land uses that incorporate subsurface drainage improvements. Bankfull discharges were determined by measuring fluvial features at each USGS gage and then relating these features to the rating curve and historic daily discharge data for each gage. Effective discharges were determined by using suspended sediment data obtained at the gages, the Wolman-Miller method for calculating geomorphic work, and bin sizes based on stage intervals to group sediment and discharge data. There was good agreement between the effective discharge and bankfull discharge estimates. Bankfull and effective discharges were primarily related to flows that transported the middle 50% of the total sediment load. Recurrence intervals of the bankfull and effective discharges ranged from 0.3 to 1.4 years. These recurrence intervals are more frequent than generally reported in the literature. The duration of daily discharges that equaled or exceeded the channel-forming discharge ranged from 1 to 24 days annually, with mean values of 9 and 11 days for the bankfull discharge and effective discharge, respectively. Common methods for determining the recurrence interval are inadequate for frequent channel-forming discharges, and better insight is obtained by determining the number of days on which these flows are exceeded annually
机译:实测数据用于评估河岸满溢流量是否与俄亥俄州大河的有效流量相关。还检查了与这些形成通道的排放物有关的频率和沉积物迁移。美国中西部地区的农村集水区以农业土地利用为主,结合了地下排水系统的改进。通过测量每个USGS量具的河流特征,然后将这些特征与每个量具的额定曲线和历史每日放电数据相关联,确定满溢排放量。有效的排放量是通过使用在量规上获得的悬浮沉积物数据,用于计算地貌功的Wolman-Miller方法以及基于阶段间隔对沉积物和排放物数据进行分组的垃圾箱大小来确定的。有效排放量和银行满额排放量估算值之间存在良好的一致性。满溢和有效排放量主要与输送泥沙总量中间50%的流量有关。满溢和有效排放的复发间隔为0.3年至1.4年。这些复发间隔比文献中通常报道的更为频繁。每天排放量等于或超过形成通道的排放量的持续时间每年为1至24天,对于堤满排放和有效排放量,平均值分别为9天和11天。确定复发间隔的常用方法不足以形成频繁的通道,并且通过确定每年超过这些流量的天数可以获得更好的见解

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  • 来源
    《Transactions of the ASABE》 |2006年第1期|p.35-46|共12页
  • 作者单位

    G. Erick Powell, ASABE Student Member, Doctoral Research Associate, Department of Food, Agricultural, and Biological Engineering, The Ohio State University, Columbus, Ohio;

    Dan Mecklenburg, Ecological Engineer, Ohio Department of Natural Resources, Columbus, Ohio;

    and Andy Ward, ASABE Member Engineer, Professor, Department of Food, Agricultural, and Biological Engineering, The Ohio State University, Columbus, Ohio. Corresponding author: G. Erick Powell, Department of Food, Agricultural, and Biological Engineering, The Ohio State University, 590 Woody Hayes Dr., Columbus, OH 43210;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Effective and bankfull discharge; Recurrence interval; Sediment transport;

    机译:有效和全额清算;复发间隔;泥沙输送;

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