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Regionalization of Unit Discharge and Head Loss Stream Flow Equations at Bridge Constrictions in South Dakota.

机译:南达科他州桥梁收缩处单位流量和水头损失流方程的区域化。

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摘要

The objective of this thesis is to develop South Dakota specific regionalized flow equations for unit discharge versus downstream contraction velocity and downstream contraction velocity versus head loss at bridge constrictions in South Dakota. The significance and practical purpose of this research is to develop equations for use in a bridge scour study using the rapid estimation method in South Dakota for the U.S. Geological Survey (USGS) and South Dakota Department of Transportation (SDDOT). Similar studies have been completed in Montana, North Dakota, Missouri, and a previous study (http://pubs.usgs.gov/sir/2008/5161/) was completed on a separate set of bridges in South Dakota.;The relation between downstream contraction velocity and head loss in South Dakota can be represented with a single equation of Delta h =0.02067 V22 -- 0.00952, where Deltah is head loss in feet and V2 is the contraction velocity in feet per second; the coefficient of determination (R2) value is 0.9286. This equation was developed for use on high-flow ranges, such as approximately one-half of bridge-full to as much as bridge-full conditions. South Dakota was found to have four distinct regions (classified as A-D) for the relation between unit discharge and downstream contraction velocity. Region A (Black Hills area in western South Dakota) was V2 = 1.3921 q0.4518, Region B (remainder of area west of the Missouri River) was V2 = 0.9344 q 0.4736, Region C (area east of the Missouri River excluding the Lake Dakota Plain) was V2 = 0.7068 q 0.5007, and Region D (Lake Dakota Plain) was V 2 = 0.5544 q0.4697, where q is the unit discharge in feet per second. These four equations are valid over a wide range of flows from the unit discharge of at least 1 cubic foot per second per foot to as much as bridge-full conditions.;The new equations are similar to those published by other States, such as Montana, North Dakota, and Missouri, and have higher R2 values than those equations from other States. The new equations also are similar to theoretically derived equations. The equation relating downstream contraction velocity to head loss was similar to a previously developed equation for North Dakota.
机译:本文的目的是开发南达科他州特定的区域流量方程,用于计算南达科他州桥梁收缩时的单位流量与下游收缩速度以及下游收缩速度与水头损失。这项研究的意义和实际目的是使用南达科他州的美国地质调查局(USGS)和南达科他州交通运输部(SDDOT)的快速估算方法,开发用于桥梁冲刷研究的方程式。在密苏里州北达科他州的蒙大拿州已经完成了类似的研究,而先前的研究(http://pubs.usgs.gov/sir/2008/5161/)已在南达科他州的另一套桥梁上完成。南达科他州的下游收缩速度与水头损失之间的关系可以用一个单独的方程表示:Δh = 0.02067 V22-0.00952,其中Deltah是水头损失,单位为英尺,V2是收缩速度,单位为英尺/秒;测定系数(R2)值为0.9286。开发该方程式是为了在高流量范围内使用,例如大约一半的全桥条件到多达全桥条件。发现南达科他州有四个不同的区域(分类为A-D),用于单位流量与下游收缩速度之间的关系。区域A(南达科他州西部的布莱克希尔斯地区)的V2 = 1.3921 q0.4518,区域B(密苏里河以西的剩余区域)为V2 = 0.9344 q 0.4736,区域C(密苏里河以东的不包括湖泊的区域) Dakota Plain)的V2 = 0.7068 q 0.5007,而D区(Dakota Plain湖)的V 2 = 0.5544 q0.4697,其中q是单位英尺/秒的排放量。这四个方程在从每秒至少1立方英尺/英尺的单位流量到满桥条件的各种流量范围内均有效。新方程与其他国家(如蒙大拿州)发布的方程相似,北达科他州和密苏里州,并且具有比其他州的方程更高的R2值。新方程式也类似于理论推导的方程式。将下游收缩速度与水头损失联系起来的方程式类似于北达科他州以前开发的方程式。

著录项

  • 作者

    Liggett, Richard.;

  • 作者单位

    South Dakota State University.;

  • 授予单位 South Dakota State University.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2010
  • 页码 137 p.
  • 总页数 137
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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