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1、《水力学与桥涵水文》课程设计任务书（土木工程专业）年级：2010级学院：土木建筑学院专业：隧道与城市轨道交通工程班级：2班姓名：学号：重庆交通大学Thegeneralstaff(1employeesinadditiontovicepresident,director,manager,deputymanagerandspecialpositionsoutsidethecontractperiod)toresign,togive10daysnotice,theprojectmanagerordepartmentmanager,administrativepersonneldepartmentorr
2、elevantresponsiblepersonfortherelevantvisaafterdepartureprocedures;inadditiontogeneralstaffpersonneloutsidethecontractperiodofturnovermustsubmittheresignationreport,amonthaheadofschedule,theadministrativepersonneldepartment,generalmanagerofvisabeforeseparationprocedures;probationemployeesshallpayina
3、dvance5resignationreport,theprojectmanagerordepartmentmanagerandadministrativepersonneldepartmentvisabeforedeparture;positiveafterspecialreasonsdidnotsignacontractwithreferencetogeneralemployeesThroughthestaff291、为测定某阀门的局部阻力系数，在阀门上下游装设三个测压管，已知水管直径＝50mm，＝1m，＝2m，实测数据＝150cm，＝125m，＝40cm，=3m/s，试计算阀门的值。解：
4、由已知条件可得：Thegeneralstaff(1employeesinadditiontovicepresident,director,manager,deputymanagerandspecialpositionsoutsidethecontractperiod)toresign,togive10daysnotice,theprojectmanagerordepartmentmanager,administrativepersonneldepartmentorrelevantresponsiblepersonfortherelevantvisaafterdepartureprocedure
5、s;inadditiontogeneralstaffpersonneloutsidethecontractperiodofturnovermustsubmittheresignationreport,amonthaheadofschedule,theadministrativepersonneldepartment,generalmanagerofvisabeforeseparationprocedures;probationemployeesshallpayinadvance5resignationreport,theprojectmanagerordepartmentmanageranda
6、dministrativepersonneldepartmentvisabeforedeparture;positiveafterspecialreasonsdidnotsignacontractwithreferencetogeneralemployeesThroughthestaff29所以阀门的ζ的值为0.0762.2、水面线定性分析解：分析方法：①根据给定的已知条件，判别去到底破的类型。②根据坡度类型绘出线和线（注意其相对位置），并将流动空间分成不同的区域。③如果已知某一控制水深，即可在相应的流区内定出其水面曲线的类型。④分析水面曲线两端的界限情况，便可确定水面曲线形状。分析结果如下列
7、图所示：Thegeneralstaff(1employeesinadditiontovicepresident,director,manager,deputymanagerandspecialpositionsoutsidethecontractperiod)toresign,togive10daysnotice,theprojectmanagerordepartmentmanager,admin
