A.错误
B.正确
A.设计洪水位泄流量为Q=3363.16m3/s,校核洪水位泄流量为Q=4146.50m3/s
B.设计洪水位泄流量为Q=3381.56m3/s,校核洪水位泄流量为Q=4236.72m3/s
C.设计洪水位泄流量为Q=3398.37m3/s,校核洪水位泄流量为Q=4257.79m3/s
D.设计洪水位泄流量为Q=3389.84m3/s,校核洪水位泄流量为Q=4247.10m3/s
A.706
B.677
C.812
D.633
A.7800
B.8021
C.8250
D.8135
A.1684
B.2214
C.1893
D.1535
A.17
B.16
C.15
D.14
A.消力池池深s=4.204m,池长Lk=64.199m
B.消力池池深s=4.097m,池长Lk=68.324m
C.消力池池深s=4.160m,池长Lk=61.576m
D.消力池池深s=4.690m,池长Lk=62.700m
A.4
B.5
C.6
D.7
A.47
B.45
C.46
D.44