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ID:9786489
大小:2.51 MB
页数:356页
时间:2018-05-09
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4、aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaahF工程特性表序号及名称单位数量备注一、水文1、流域面积全流域Km2187.7工程地址(坝址)以上Km21022、利用的水文系列年限年323、代表性流量多年平均流量M3/s3.48正常运用(设计)洪水标准及流量(P=2%)M3/s583非正常运用(设计)洪水标准及流量(P=0.5%)M3/s741施工导流标准及流量(P=20%)M3/s3074、泥沙多年平均
5、悬移质年输沙量万t0.75多年平均含沙量Kg/m30.082二、水库1、水库水位校核洪水位m620.40设计洪水位m620正常蓄水位m620死水位m5812、回水长度km3.313、水库容积总库容(校核洪水位以下库容)万m3905正常蓄水位以下库容万m3885调节库容(正常蓄水位至死水位)万m3848.7死库容万m336.334、下泄流量及相应下游水位(1)设计洪水位时最大泄量m3/s580相应下游水位m566.27233Selection.ParagraphFormat.LineSpacingLinesToPoints(2)Selection.Paragraph
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