HEC-RAS-Introduction_第1頁(yè)
HEC-RAS-Introduction_第2頁(yè)
HEC-RAS-Introduction_第3頁(yè)
HEC-RAS-Introduction_第4頁(yè)
HEC-RAS-Introduction_第5頁(yè)
已閱讀5頁(yè),還剩26頁(yè)未讀, 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說(shuō)明:本文檔由用戶(hù)提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請(qǐng)進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡(jiǎn)介

1、Dehui Su PhD PE, Senior engineer OTHON INCHouston, Texas77042, USA Phone: 713-975-8555 Fax: 713-975- HEC-RASUS Army Corps of EngineersHydraulic Engineering CenterRiver Analysis SystemDOS Version-HEC-2 -1970sVersion 2.0 (Windows 3.1 or later) - April 1997Version 3.0 (Windows 95/98 or NT(4.0) - 2001Ve

2、rsion 3.1 (Windows 95 or higher) January 2003Version 4.1 (Windows 95 or higher) March 2008HEC-RAS is designed to perform one-dimensional hydraulic calculations for a full network of natural and constructed Hydraulic Analysis Abilities Steady Flow Water Surface ProfilesU

3、nsteaday Flow SimulationSediment TransportWater Quality Analysis Hydraulic Models Steady Flow WSPRO (FHA) WSP2 HEC-2 (last one out in 1991) HEC-RAS (released 1995)Unsteady Flow UNET DAMBREAK HEC-RASHydraulic Capabilities Steady flow water surface profiles - single reach, dendritic, mixed flow regime

4、. Unsteady flow simulation- full network of open channels, adapted from UNET Sediment transport/Movable boundary- long term trends of scour and deposition (not ready, only bridge scour)Hydraulic Parameters Velocity Depth Shear Width Area etcHydraulic Computer Models: Hydraulic Analysis Components Gr

5、aphical User InterfaceFile ManagementData Entry and EditingHydraulic AnalysesTabulation and Graphical Displays of Input and Output DataReporting FacilitiesContext Sensitive Help Flows Geometry Cross Section Spacing Structures Mannings n Calibration Data Graphical Tabular Profile SectionOther Applica

6、tions and Capabilities Bridge Scour Culverts Drop Structures Hydraulic Jumps Split Flow Lateral Weirs In Channel Weirs Gated Spillways and Weirs Vertical Variation in Roughness GIS import and export features (HEC-GeoRAS 3.1 with ArcView)How do you get HEC-RAS?The HEC-RAS software and manual are avai

7、lable for free download from HEC at the following internet address: /Also available through NRCS CCE and NWCC web site.HEC-RAS - Documentationu Users Manual: provides an introduction and overview of the modeling system, installation instructions, how to get started, a sim

8、ple example, detailed descriptions of each of the major modeling components, and how to view graphical and tabular outputv Hydraulic Reference Manual: describes the theory and data requirements for hydraulic calculationsw Applications Guide: contains a series of examples that demonstrate various aspects of HEC-RAS.Limitations Flow is constant with respect to time (unsteady is optional) Flow is gradually varied with distance Dominant flows in x direction (1-D) Channel slopes less than 1:10HWhere do you go for help? On line help HEC-RAS documentation HEC-RAS Sup

溫馨提示

  • 1. 本站所有資源如無(wú)特殊說(shuō)明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請(qǐng)下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請(qǐng)聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶(hù)所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁(yè)內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒(méi)有圖紙預(yù)覽就沒(méi)有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫(kù)網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶(hù)上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶(hù)上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對(duì)任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請(qǐng)與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶(hù)因使用這些下載資源對(duì)自己和他人造成任何形式的傷害或損失。

最新文檔

評(píng)論

0/150

提交評(píng)論