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[单选题]
某水库设计最高水位(频率10%)为155m,正常蓄水位为150m,死水位为110m。库岸为细砂,无防护,正常蓄水位以上库岸25m,水上岸坡的稳定坡角为30°,边岸浪蚀浅滩稳定坡角为6°,原岸坡角为28°。波浪爬高1.2m,波浪影响深度0.8m。按卡丘金法预测库岸的最终塌岸宽度约为()m。
A.218
B.228
C.201
D.248
查看答案
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A.218
B.228
C.201
D.248
A.144
B.154
C.164
D.174
A.180
B.185
C.190
D.195
A.195.5
B.196.5
C.197.5
D.198.5
A.135
B.140
C.145
D.150
A.186
B.190
C.194
D.198
A.5
B.10
C.15
D.20
A.6848
B.6934
C.6618
D.6378
A.≥856.90m
B.≥858.30m
C.≥858.40m
D.≥858.60m
某水库大坝为混凝土拱坝,总库容为0.75×108m3,正常蓄水位为378.00m,消能防冲设计洪水位为380.00m,设计洪水位为382.00m,校核洪水位为383.00m。泄流方式采用短有压深式泄水孔(喇叭形进口),共3孔,每孔净宽(出口净宽)为3.00m,出口孔底高程为350.00m,出口孔顶高程为353.00m;以1:3的坡度下接消力池,消力池宽度为15.00m,消力池底板顶高程为345.00m。计算时:泄流时为非淹没出流,上游断面到消力池收缩断面的流速系数φ=0.90,重力加速度取9.81m/s2。按消能防冲洪水设计消力池。