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《YELLOW RIVER》 1995-11
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Iterative Method of Horseshoe Tunnel Hydraulic Calculation

Li Yonggang (Taiyuan University of Technology,Taiyuan,030024)  
The application of iterative method in hydraulic calculation of non-pressure horseshoe tunnel makes the normal and critical depthes be obtained easily and effectively. When the iterations are carried out 2 to 3 times by using calculator,the relative errors of calculation can be less than 5%to 1 %.
【CateGory Index】: TV135.904
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【Secondary References】
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1 LU Hong xing,XIN Quan cai,HUA Li feng (College of Water Conservancy and Architectural Engineering, Northwest Sci Tech University of Agriculture and Forestry,Yangling 712100,China);Calculation on normal depth of horseshoe cross section by iterative method[J];Journal of Yangtze River Scientific Research Institute;2001-03
2 LV Hong-xing(College of Water Conservancy and Architectural Engineering,Northwest Sci-Tech University of Agriculture and Forestry, Yangling, 712100, China);Calculation on critical depth of horseshoe cross-section by iterative method[J];Journal of Yangtze River Scientific Research Institute;2002-03
3 LIANG Xun~1,FENG Yu_lian~2(1.Qiqihar City Flood Proofing Drought_defying Command Post of Heilongjiang Prov.,Qiqihar 161000,China; 2.Gannan County Water Resources Office of Heilongjiang Prov.,Gannan 162100,China);Simplification of hydraulic calculation method of the cross section for standard door type tunnel[J];Journal of Heilongjiang Hydraulic Engineering College;2005-02
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