




版權說明:本文檔由用戶提供并上傳,收益歸屬內容提供方,若內容存在侵權,請進行舉報或認領
文檔簡介
1、Sediment Transport by WaterTheory ProcessesRainsplashoverland flow transportRilling and gullyingMass movementsWeathering limited versus supply limitedThe extreme event1TheoryMechanics of flowStream energyEntrainment2Mechanics of flowWater is subject to two forces:gravity (Wa = g sin )frictionDefines
2、 ability of water to erode and transport sediment3Types of flow in open channels4Laminar FlowEach fluid element moves along a specific path with no significant mixing between layersBoundary layer in contact with the bed has no forward velocityEach layer can slip past each other5Turbulent flowAt a cr
3、itical velocity or depth laminar flow becomes unstable and the parallel streamlines are destroyedAdjacent layers mix, transferring momentum by large scale eddiesVelocity more evenly distributed with depthSteeper near bed velocity gradient6Reynolds Number (Re)Re = h u/where = fluid densityh = flow de
4、pthu = fluid viscosity = viscositylarger values, larger turbulence7EntrainmentMovement of material depends on its physical properties;grain sizeshapedensitystructual arrangementBasic distinction;cohesive (silt-clay size)non-cohesive8Shear stressCauses initial movement Shear stress = estimate of forc
5、e exerted on the bed by the fluid9cr Dbut doesnt include lift forcesLift due to:eddiesdifference in velocity at top and bottom of grain10Critical shear stress11Shields (1936)Dimensionless critical shear stressPlot against particle Reynolds no. (ratio of grain size to thickness of laminar sublayer)12
6、Factors producing scatteruse of average or spatial variability over bedchannel sizeirregularity of eddiesdegree of exposurepivot anglesimbrication degree of packinggrain shapemicrotopography13ErosionEntrainment/detatchmentTransport14Detatchment vs TransportRainsplashWeatheringTillageTramplingRunoffR
7、ainsplashOverland flowRill flowGully flow15Rainsplashvaries with rainfall intensityvaries with land covervaries with slopevaries with % of area which is rilledvaries with lithologycrusting?16Surface Washparticles detatched and transported by surface flowing waterforce = velocity x mass (i.e. Q)contr
8、ols relate to character of materials, especially ability to produce rainfall excess17Resistance to detatchmentnon-uniformvaries with particle sizecyclic variation with seasonsand/silt clay ratiostoniness18RillsImpermanent channelsvary in lateral position year to yeardevelop once threshold exceeded i
9、n a single event19Gulliespermanent incised X-sectional formdevelop once threshold exceeded over longer term average conditionsmay be discontinuousgully / arroyo / donga20Mass Movementpossibly only important in extreme eventsdirectly contribute to load or rills/gullies4 main typesshallow slidesslab f
10、ailurerockfallsdeep seated slides21Soil ErosionSoil loss = R K L S P CR = rainfall erosivityK = erodibility of soilL = slope lengths = slope angleP = coefficient of cultivation methodsC = crop management factor22Weathering LimitedWhen unlimited capacity for transport occurs, removal of material is l
11、imited by the rate at which material is detatched.23Transport LimitedWhen there is an abundant supply of material and erosion depends on the efficiency of forces transporting the material away.24Equilibrium conditionRemoval of material = supply of materialContionuous range between extremesOccurs ove
12、r different timescales:CyclicGradedSteady-state25Transport vs Weathering26TimescalesCyclicperiod over which an effective change in basin elevation can be measuredGraded (equilibrium)a change in any factor will cause a displacement of the equilibrium in a direction which will absorb the effect of cha
13、ngeSteady statea measurement can be taken and the system assumed to be in a constant condition27Timescales28Magnitude-Frequency conceptWolman and Miller, 1960majority of work carried out by events which occur on average 1 or 2 times per yearbasin characteristics adjusted to these events29Different in semi-arid channels:stress-strain reln more complicatedlarge spatial variationmorphology adjusted to extreme events30Extreme events Do majority of work because:larger particle sizetransmission lossespoor sortingvegetation31Themes of dryland floodsGet scour and fi
溫馨提示
- 1. 本站所有資源如無特殊說明,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,請聯(lián)系上傳者。文件的所有權益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網頁內容里面會有圖紙預覽,若沒有圖紙預覽就沒有圖紙。
- 4. 未經權益所有人同意不得將文件中的內容挪作商業(yè)或盈利用途。
- 5. 人人文庫網僅提供信息存儲空間,僅對用戶上傳內容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內容本身不做任何修改或編輯,并不能對任何下載內容負責。
- 6. 下載文件中如有侵權或不適當內容,請與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。
最新文檔
- 二年級下冊數學教案-1.4《分草莓》北師大版
- 2025年合伙終止合同模板
- Unit 5 animal friends Lesson 5 教學設計 2024-2025學年冀教版(2024)七年級英語上冊
- 《山坡羊 潼關懷古》歷年中考古詩欣賞試題匯編(截至2022年)
- 2025年河南對外經濟貿易職業(yè)學院單招職業(yè)技能測試題庫附答案
- 2024年兩系雜交水稻新組合項目資金籌措計劃書代可行性研究報告
- 2025年貴陽職業(yè)技術學院單招職業(yè)技能測試題庫一套
- 2025年呼倫貝爾職業(yè)技術學院單招職業(yè)技能測試題庫新版
- 2025年哈爾濱傳媒職業(yè)學院單招職業(yè)技能測試題庫含答案
- 2025年度文化旅游景區(qū)門面房屋出售及文創(chuàng)產品開發(fā)合同
- 硬質合金混合及成形
- 云南普通初中學生成長記錄-基本素質發(fā)展初一-初三備課講稿
- 60萬噸年磷石膏綜合利用項目資金申請報告模板定制
- 氣管切開病人的護理查房PPT課件
- 小學五年級下冊綜合實踐活動.話說節(jié)儉-(13張)ppt
- 日順電子酒店智能房控管理系統(tǒng)說明書
- 急診與災難醫(yī)學第二版配套課件 02 急性發(fā)熱
- 部編版四年級道德與法治下冊4《買東西的學問》第1課時課件
- 公因數、最大公因數的應用
- CBT主要技術精品課件
- 常用液壓元件型號對照表230
評論
0/150
提交評論