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92 114. 62.
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07 113. 72 194. 45 172. 15 129. 99 1950-2000 164. 56 166. 45 181. 10 172. 80.
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37 123. 87 127. 16 112. 94 222. 93 290. 32 308. 26 285. 74 TABLE II. the efficient sediment-carrying water-sand combinations in the lower Yellow River after the construction of Xiaolangdi reservoir The water-sand data of Xiaolangdi station in large discharge The water-sand data of Xiaolangdi station in food period T(day) Q(m3/s) S(kg/ m3) W(108m3) S (kg/ m3) Ws(108t) 30 2600.
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89 115. 60.
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71 25 3500.
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13 126. 40.
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07 20 6000.
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15 157. 08.
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55 25 5000.
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96 158. 80.
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80 TABLE III. the predicted efficient sediment-carrying water-sand in the lower Yellow River after the construction of Xiaolangdi reservoir Counting standard S xld (kg/m3) Ws xld (108 t) sediment-transport volume method sediment concentration method = 0. 1 = 0. 2 q'* (m3/t) W' (108 m3) q'* (m3/t) W' (108 m3) q'* (m3/t) W' (108 m3) q'* (m3/t) W' (108 m3) k, m in flood season.
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70 102. 22.
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20 107. 61.
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00 111. 63.
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99 101. 44.
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46 133. 97.
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25 139. 14.
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29 126. 30.
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91 117. 23.
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95 135. 63.
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73 140. 98.
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80 127. 86.
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45 118. 68 k, m in large discharge.
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98 106. 45.
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07 106. 91.
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91 101. 05.
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18 132. 14.
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28 132. 76.
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15 125. 39.
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87 117. 03.
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63 133. 49.
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73 134. 15.
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62 126. 64.
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38 118. 15 Figure 1. The relation of the actual water volume, the sediment-carrying water volume and the efficient sediment-carrying water volume Figure 2. The relation of the sediment-carrying water volume in the Lower Yellow River and the average discharge of Xiaolangdi station in flood period of 1950 to 2000 Figure 3. The relation of the silting rate of the Lower Yellow River and the average sediment concentration of Xiaolangdi station in flood period of 1950 to (2000).
DOI: 10.1016/j.wse.2015.01.006
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