Discharge Assessment in Straight Open Channels with Partial Ice Cover

被引:2
作者
Chen, Gang [1 ,2 ]
Li, Ben [3 ]
Gu, Shixiang [2 ]
Zhong, Ya [3 ]
机构
[1] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
[2] Yunnan Survey & Design Inst Water Conservancy & H, Planning Dept, Kunming 650021, Yunnan, Peoples R China
[3] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China
关键词
Stage-discharge relationship; Partial ice cover; Momentum transfer; Apparent shear stress; APPARENT SHEAR-STRESS; RIVER ICE; MOMENTUM-TRANSFER; COMPOUND; COEFFICIENT;
D O I
10.1061/(ASCE)CR.1943-5495.0000182
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper develops an analytical model for discharge assessment in straight channels with partial ice cover. The flow section of a partly covered channel was laterally divided into several homogeneous subsections, which were further classified into six basic elements according to the solid boundary conditions. In each basic element, the momentum balance, which accounts for momentum exchange between the adjacent subsections, was analyzed. Then, a linear system with a tridiagonal coefficient matrix was presented to estimate discharge in the partly covered channel. Experimental data collected from the literature were used to examine the performance of the proposed method and compare its accuracy with traditional methods for discharge assessment in composite or compound channels. The comparative results indicated that the proposed method produces satisfactory predictions, and the traditional methods were shown to be inappropriate for stage-discharge predictions in partly covered channels. In addition, the main parameters presented in the proposed model were discussed.
引用
收藏
页数:10
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