Entrance Loss Coefficients and Inlet Control Head-Discharge Relationships for Buried-Invert Culverts

被引:10
作者
Tullis, B. P. [1 ]
Anderson, D. S. [1 ]
Robinson, S. C. [1 ]
机构
[1] Utah State Univ, Dept Civil & Environm Engn, Utah Water Res Lab, Logan, UT 84322 USA
关键词
Buried pipes; Coefficients; Culverts; Geometry; Pipe design; Water pipelines;
D O I
10.1061/(ASCE)0733-9437(2008)134:6(831)
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
In current practice, entrance loss coefficients and inlet control head-discharge relationships for buried-invert culverts designed for fish passage applications are either ignored or approximated using traditional culvert design data due to a lack of data specific to these alternative culvert geometries. This study experimentally determined entrance loss coefficients and inlet control head-discharge relationships for circular culverts with invert burial depths of 20, 40, and 50% and an elliptical culvert with 50% invert burial depth. In general, the inlet loss coefficients for buried-invert culverts were higher than for traditional culverts of the same cross-sectional shape without invert burial. The influence of approach flow conditions (ponded or channelized) on inlet loss coefficients and inlet control head-discharge relationships was also investigated. This paper outlines the experimental methods used to determine entrance loss coefficients and inlet control head-discharge regression constants relative to these alternative culvert geometries and presents the data relevant to the hydraulic design and evaluation of these culverts.
引用
收藏
页码:831 / 839
页数:9
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