Author Affiliations
1State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China2Key Laboratory of River Regulation and Flood Control of MWR, Yangtze River Scientific Research Institute, Wuhan 430010, Chinashow less
Fig. 1. Sketch of Lower Yellow River
Fig. 2. Typical cross-sectional profile of Lower Yellow River
Fig. 3. Temporal changes of water and sediment conditions at Huayuankou station
Fig. 4. Annual average values of main-channel cross-sectional parameters in different reaches
Fig. 5. Temporal changes of relative main-channel cross-sectional parameters in different reaches
Fig. 6. Relationships between main-channel area and 4 a moving average water and sediment conditions in different reaches
Fig. 7. Relationships between main-channel width and 4 a moving average water and sediment conditions in different reaches
Fig. 8. Relationships between main-channel depth and 4 a moving average water and sediment conditions in different reaches
Fig. 9. Relationships between main-channel cross-sectional geomorphic coefficient and 4 a moving average water and sediment conditions in different reaches
Fig. 10. Comparison between computed and measured main-channel area in different reaches
Fig. 11. Comparison between computed and measured main-channel width in different reaches
Fig. 12. Comparison between computed and measured main-channel depth in different reaches
Fig. 13. Comparison between computed and measured main-channel cross-sectional geomorphic coefficient in different reaches
Fig. 14. Downstream changes of exponents a and b of main-channel cross-sectional parameters
Fig. 15. Downstream changes of weights of previous water and sediment conditions to main-channel cross-sectional parameters
时期 | 1961—1964年 | 1965—1973年 | 1974—1980年 | 1981—1985年 | 1986—1999年 | 2000—2015年 |
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径流量(亿m3) | 582.50 | 430.10 | 391.00 | 503.58 | 279.16 | 254.48 | 输沙量(亿t) | 7.87 | 13.99 | 10.95 | 9.00 | 6.86 | 0.95 | 含沙量(kg/m3) | 13.50 | 32.54 | 28.00 | 17.86 | 24.57 | 3.73 | 来沙系数(kg·s/m6) | 0.0073 | 0.0239 | 0.0226 | 0.0112 | 0.0278 | 0.0046 |
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Table 1. Statistics of incoming water and sediment conditions at Huayuankou station in different periods
河段 | K | a | b | β | R2 | | K | a | b | β | R2 |
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主槽面积(A) | 主槽河宽(W) |
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花高段 | 0.69 | 1.34 | -0.40 | 0.42 | 0.89 | | 0.05 | 1.50 | -0.12 | 0.35 | 0.86 | 高孙段 | 0.75 | 1.28 | -0.38 | 0.40 | 0.86 | 1.13 | 0.93 | -0.04 | 0.34 | 0.86 | 孙艾段 | 4.40 | 0.97 | -0.21 | 0.37 | 0.89 | 11.12 | 0.57 | -0.02 | 0.34 | 0.80 | 艾利段 | 23.35 | 0.71 | -0.17 | 0.35 | 0.94 | 42.87 | 0.32 | 0.04 | 0.24 | 0.94 | | 主槽水深(h) | | 主槽断面河相系数(ξ) | 花高段 | 12.08 | -0.13 | -0.31 | 0.27 | 0.90 | 0.01 | 0.94 | 0.25 | 0.11 | 0.87 | 高孙段 | 0.64 | 0.36 | -0.34 | 0.42 | 0.79 | 1.09 | 0.15 | 0.36 | 0.12 | 0.63 | 孙艾段 | 0.38 | 0.42 | -0.21 | 0.42 | 0.88 | 10.26 | -0.18 | 0.26 | 0.25 | 0.62 | 艾利段 | 0.45 | 0.43 | -0.23 | 0.45 | 0.86 | 14.53 | -0.29 | 0.30 | 0.31 | 0.71 |
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Table 2. Coefficient values of Eq. (4) for main-channel cross-sectional parameters in different reaches