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Series expansion of the Modified Einstein Procedure.

机译:修改后的爱因斯坦程序的级数展开。

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摘要

This study improves total sediment load calculations based on depth-integrated and point sediment measurements. A new procedure uses a Series Expansion of the Modified Einstein Procedure (SEMEP) to remove the empiricism found in the Modified Einstein Procedure (MEP). The solution calculates the Rouse number (Ro) based on a median particle size found in suspension and the bed sediment discharge load is determined directly from the measured concentration.Depth-integrated concentration measurements are tested using SEMEP. Based on an evaluation of the ratio of measured to total sediment discharge the results indicate that when u*/o is greater than 5, SEMEP will perform accurately, with a coefficient of determination (R2) of 0.99, concordance correlation coefficient (rho c) of 0.98 and mean absolute percent error (MAPE) of 5%. The Bureau of Reclamation Automated Modified Einstein Procedure (BORAMEP) is also tested and resulted in a R2 of 0.65, rhoc of 0.74 and MAPE of 18%.The ratio of suspended sediment to total sediment discharge as a function of u*/o and relative submergence is determined using SEMEP. It is found that when u* /o is less than 0.2, sediment is not transported. When u*/o is between 0.2 and 0.5, sediment moves as bed load when u*/o is between 0.5 and 2 the sediment transport occurs as mixed load and when u */o is greater than 2, sediment moves as suspended load.For point velocity and concentration measurements are also used to test SEMEP. Results indicate that deeper rivers give a better estimate of total sediment discharge (qt) compared to shallow rivers. When the ratio of the measured depth to the bed particle size is greater than 1,000, the comparison between SEMEP and measurements of qt are quite accurate with an MAPE less than 25%.In summary, the results indicate that SEMEP performs accurately (error less than 25%) when the value of u*/o is greater than 5 (or Ro less than 0.5). SEMEP calculations are acceptable, but less accurate when u*/o is between 2 to 5 (1.25>Ro0.5). Both SEMEP and MEP should not be used when u*/o is less than 2.
机译:这项研究改进了基于深度综合和点状沉积物测量的总沉积物负荷计算。一种新程序使用“修改后的爱因斯坦程序”(SEMEP)的级数展开来消除在“修改后的爱因斯坦程序”(MEP)中发现的经验主义。该解决方案根据悬浮液中的中值粒径计算Rouse数(Ro),并直接从所测浓度确定床沉积物排放负荷。使用SEMEP对深度积分浓度测量进行测试。基于对测得的沉积物与总沉积物排放量之比的评估,结果表明,当u * / o大于5时,SEMEP将准确执行,测定系数(R2)为0.99,一致性相关系数(rho c)为0.98,平均绝对百分比误差(MAPE)为5%。还对填海区自动修正爱因斯坦程序(BORAMEP)进行了测试,得出R2为0.65,rhoc为0.74,MAPE为18%。悬浮泥沙与总泥沙排放的比率与u * / o和相对使用SEMEP确定浸没。发现当u * / o小于0.2时,沉积物不被输送。当u * / o在0.2到0.5之间时,沉积物作为床荷移动;当u * / o在0.5到2之间时,泥沙以混合负载的形式发生迁移;当u * / o大于2时,泥沙作为悬浮物移动。对于点速度和浓度测量,还用于测试SEMEP。结果表明,与浅水河流相比,较深的河流对总泥沙排放量(qt)有更好的估计。当测得的深度与床层粒径之比大于1,000时,SEMEP与qt测量值之间的比较非常准确,MAPE小于25%。总而言之,结果表明SEMEP表现准确(误差小于u * / o的值大于5(或Ro小于0.5)时为25%)。 SEMEP计算是可以接受的,但是当u * / o在2到5(1.25 Ro <0.5)之间时,精度较低。当u * / o小于2时,不应同时使用SEMEP和MEP。

著录项

  • 作者单位

    Colorado State University.;

  • 授予单位 Colorado State University.;
  • 学科 Engineering Civil.Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2009
  • 页码 238 p.
  • 总页数 238
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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