HEC-RAS软件傻瓜式操作步骤

1、C>E>-tiom sS I oolsEdi 金 Sort|SJu%Az Projoert .<Oqq r*i Q r-oj u £qvq £ wu QrojA s Kornqrvno PloJ our T2lu <2>QldTq Pirojaur . Piroju<z S1-i rv»r->->3 rIrv»:z>u> r_t IEU?-2 KZ>Qt4 I cm r>u> r_t IEUO a. Cocora 食 q 匹4q jc*u» r-t WxqoF G1

2、S Oeite» W x qo f* *o IWO-OSS Ro-st or- o 8 6Bc4«ur> OeiXo Det>uj a Yeport (corrmqr-e&s C-UJr r eel *I曰c Filew)UfXUlfor+'PUNOl.eCKrNOyOoujEcl.WW.prjU:、kJ 一，<PU NO 3L 007700ou j e一口金、 N 3. p rj cJ :、x； .yoyo J T 4O prjNew Project5elcctc-d FolderTitle?Default Project PokierD

3、ocumentsmil 123 456ILLII.PO i23.prj 456. prj轴入文件名字 不能启中文选择储存路径RC2O 160720 Y5ocLjrne-rits,jSut drive ond path, then enter o project title- end nk? name?.门 HEORAS 5.0.0File Edit Run View | Qptions GIS Tools HelpProject:Plan:Geometry:Steady Flow:Unsteady Flow;Descrip bon :攵变单位Program SetupDefault Param

4、etersnit system (US Custom a ry/SI .Convert Project Units .Convert Horizontal Coordinate Systems .DpocurHEC-RAS曰 HEC-RAS 5.0,0X Geometric Data回 区0.7885. 0.7854River ReachDataEdit Options ViewSrOFIowG1S ToolsJuncT.River:aOMewxiyo<Storaq« AreaLotorol 6r jqlj一CrossSoo Ho、InlineC511 I i输入数据Brdq/

5、CulM新建个河道断面数配n=con日。VatJOC2DAnea Mann n RogiGCMPump GRticcla11I Deso ipuon :|T1i * _Exit bd r Optiocs Plot Helpdd a new C rose Section Copy Ccirrernt Cross Section Rename River Station Delete dress Rec±；on . tnsStab2345_G_Adj u st Adj ui st AdjustE I ovationsn or K values .Flow Arenas .Uoordico

6、 toezh1OOCKO+144距离高程10353.24 ! r3.6353.26 27.2351.54;29.5350. 36;35. 1150.21|37.9S32!43. 167.4(47. 2!3«. 63!75.990.6341 56;10533918|131.9339.4;182.2340§.200340. 2、216.2339. 72、227. 1340.871231.2242.3Fo. 12|_275. 4355. 12!P Cross Section DataExit Edit Options Plot HelpRiver: |xiydoReach： |)

7、daoCescriptionDe Row全部输入后点击，,市厂厂+e Plot ODticns - Keep Prev >5 Plots Clear Rrev| g Plot Terrain if avaiat三)River Sta.:|o 1443litIns Row£04,-x>yao_ Plan距离上一个断胃皆离Cross Sedon CoordnatesStation | o T27.229.5;5.17d165Bevation353.24153.26351.54349.32347.23347.2345.63344. S6339.38 .LQB。左CharnelR

8、OB百355糙率Manning's n /alues_LOB 0.04Channel0.04ROB 0.04Mam Channel Eank StabcnsLeft EankRight Bank5.1左岸 242.3右岸Contfxp Coeffint (Steady1、与数据输入软件收缩系数扩散系数LeoendGrcund0an< Sta350堤埼0501001502002S0300Station (m)KO+31360.12（下一个断面数据）41356.14355.443处30ar9i352. 01351. 87347.64347. 690 .99 313.17. 223.

9、826.45. 549. 450. 155. 256. 3344. 55343. 48343. 85343. 69343. 1293. 9342. 78d Cross Section DataExit Edit Options Plot HelpRiver:|xiyaoDescription |Apply DataRiver Sta.:|0144HEC-RASStation"Qgyation |1023.6353.26327.2351.54429.5350.36535.1350.21637.939,32743.1347.23867.4347.2975.9345.631090.6344

10、.5611105339.38 c cr rc l RowIns RoCro» -Fon CoordinatesEnter a new river station for the new cross section in reachcontxp coenkJent ibteaaContractor)KO+144.am Reach Len1*.nManning's n ValuesI主士6Apply DataI !左、中、右距离上一个断面的距离p Cross Section DataEdit Options Plot HeiRiver:xiyaoRa10DescriptionSt

11、ation 012.913.717.223.8 26.929.3Elevation 360.12356.14 355.44355.38352.91352.01 351.87Main Channel Bank StationsSave Geometry Data AsHEC-RAS 5.0.0点击第四I 区快|匕|渗四 田点击这个Steady Flow Data填入洪峰罐点击已知水位Optionslary ConditionsEnterdit Number of Profiles (32000 max)保存数据输入已知水位Add MultipleRiver Sta,:|0487Add A Flo

12、w Change LocationHEC-RASSteady FlRow (m3/s)WS El (m)Set boundary for all profilesSet boundary for one profile at a timeCritical Depth INormal Depth IDeleteRating CurveLocations of Flow Data ChangesProfile Names and Flow RatesSet known wau , surfaces for flows.Available External Boundary Condtion TRo

13、w Change LocationRiverReachUpstreamDownstreamxiyaoxiyaoSelected Boundary Condition Locations and TPS HEC-RAS 5.0.01、点击在平. 地上跑的小人file Edit Run View Options GIS Tools HelpPfj梃闵匈湍I码七生也匡国 归剧圜囱H2、点击计算3、会跳出这个 计算框自动计算' 无需点击PrPl<StUr臼 HEC-RAS Finished ComputationsWrite Geometry InformationLayer: Comp

14、leteSteady Flow SimulationRiver:Reach:xiyaoxiyaoRS:0487Steady Flow AnalysisFile Options HelpPlan : plan 01Geometry File :Steady Flow File:teady Flow Simulation HEC-RAS 5.Jmarytnter to compute water surface profilesWriting Geometry Completed Writing Geome1Computation TaskCompleting GeometrySteady Flo

15、w Computations(64) Complete Process|Flow 03Plan Description :MessagesComputaPlan: PlanSimulation starUsing 64 Bit Com1 (xryao.pOl)at: 23Jul201704:23:21 P tion EnginesSteady Flow SimulationComputatiWriting Event Conditions Event Conditions CompleteFlow Regime Subcritical criticalOption F FloodComputeShort ID |Plan01HEC-RAS 5.0.0点击，得出计算成果File Edit Run View Options GIS Tools Help闺。|刈左匡|G| jfel图闵在医|图 "