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["水闸水利计算（方案一）"]
["底高程（m)","上游水位(m)","下游水位(m)","收缩系数ε","流速系数φ","闸门宽度B(m)","闸前水深H(m)","上下游落差Z(m)","水闸流量Q(m3/s)","流速ν(m/s)","时段末引水量(m3)","累积引水量(m3)"]
[0,0.32,0.3,0.97,0.9,20,0.32,0.020000000000000018,3.2811795296204096,0.56377655148117]
[0,1.27,1.12,0.97,0.9,20,1.27,0.1499999999999999,33.547286147149364,1.5439656731935456,66291.2382181856,66291.2382181856]
[0,2.02,1.78,0.97,0.9,20,2.02,0.24,67.44027989481562,1.9529792625627134,181777.61887553698,248068.85709372256]
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[]
[]
["水闸水利计算（方案二）"]
["底高程（m)","上游水位(m)","下游水位(m)","收缩系数ε","流速系数φ","闸门宽度B(m)","闸前水深H(m)","上下游落差Z(m)","水闸流量Q(m3/s)","流速ν(m/s)","时段末引水量(m3)","累积引水量(m3)"]
[0,0.32,0.3,0.97,0.9,25,0.32,0.020000000000000018,4.101474412025511,0.56377655148117]
[0,1.27,1.17,0.97,0.9,20,1.27,0.10000000000000009,28.614067850986874,1.2606426932323058,58887.9760734223,58887.9760734223]
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["水闸水利计算（方案二）"]
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[1.2,1.7,0.32,0.97,0.9,25,0.5,1.38,13.273089230425299,1.6913296544435092]
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["渠道水利计算"]
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