版權(quán)說明:本文檔由用戶提供并上傳,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、Coastal Hydrodynamics,Chapter 3 WAVE TRANSFORMATIONS,Stating ocean wave characteristics,Stating transformations of waves entering shallow water,2/38,Statistical characteristics of ocean waves,Chapter 3,3.1 Ocean Wave Characteristics,2. Wave height distribution and wave period distribution,3. Ocean w
2、ave energy spectra,4. Deep-water wave propagation,5/39,Chapter 3,What are statistically representative waves?,11/39,Chapter 3,3/38,Rayleigh distribution curve,Chapter 3,3/38,JONS,Chapter 3,Example: a separate wave group moves from the generation area to the coastline.,6/38,Chapter 3,If R is the dist
3、ance from the leading edge of the storm fetch to point A on the coast, then time tob of first observation of arrival of the waves is,For a line source of waves, the final arrival time of waves is,7/38,Wave conservation,Chapter 3,3.2 Wave transformations in shallow water,2. Wave shoaling,3. Wave refr
4、action,4. Wave reflection,5. Wave diffraction,6. Wave breaking,8/38,Chapter 3,Several changes occur as a train of waves propagates into shallow water. One of the most obvious is the change in height as the wave shoals. Other changes such as the decrease in wave length with shallower depths and the c
5、hanges in wave direction are clearly observable from the air.,9/38,Chapter 3,The conservation of wave equation can be expressed as,1. Conservation of wave equations,This equation states that any temporal variation of the wave number vector must be balanced by spatial changes of the wave angular freq
6、uency.,10/38,Chapter 3,If the wave field is constant in time, the wave period does not change with space, even as the water depth changes. This feature is very important because it is not only of convenience for the analysis of wave motions but also provides the theoretical basis for the experimenta
7、l simulations of water waves.,11/38,Chapter 3,2. Wave transformation in shoaling water,Assuming that the energy flux is conserved in the process of wave propagation, the wave height at a given water depth can be determined by:,12/38,Chapter 3,ks is named the shoaling coefficient(淺水變 形系數(shù)),13/38,Chapt
8、er 3,Using the linear theory and recalling the dispersion relationship, we have,It is seen that the wave length at the water depth is determined from the water depth and deep water wave length, the latter easily calculated from the wave period.,14/38,Chapter 3,Wave properties in shallow water,15/38,
9、Chapter 3,It is seen that L and c decrease but n increases with decreasing depth. It can be found that there should be a small decrease in the wave height in the intermediate water depths to a value below the deep water wave height. The decrease is then followed by a rapid increase in H as shallower
10、 depths are reached.,16/38,Chapter 3,Upon entering shallow water, waves are subject to refraction(折射), in which the direction of wave travel changes with decreasing depth of water in such a way that the crest tend to parallel the depth contours.,3. Wave refraction,17/38,Chapter 3,Change of wave ray,
11、The horizontal line along which waves travel is called a wave ray (波向線),which is defined as a line along which the wave number vector is always tangent. As energy travels in the direction of the wave, the wave energy associated with the wave travels along the wave ray also.,18/38,Chapter 3,Wave refr
12、action in shallow water,It can be seen that as the wave celerity decreases as the shore is approached, the angle will also decrease from its deep-water value.,19/38,Chapter 3,The refraction of water wave is analogous to the bending of light rays, and the change in direction is related to the change
13、in the wave celerity through the same Snells law. For straight coasts with parallel contours,20/38,Chapter 3,21/38,Chapter 3,Change of wave height,In the treatment of wave refraction, it is assumed that no energy flows laterally along the wave crests. Therefore, the transmitted wave energy is conser
14、ved between two rays as waves pass over the changing topography.,22/38,Chapter 3,Conservation of wave energy flux between two rays,23/38,Chapter 3,Recognizing that there is no energy flux across the wave rays, the energy flux across b0 is the same as across b. Finally we have the relationship betwee
15、n deep and intermediate or shallow depth water:,24/38,Chapter 3,In water with straight and parallel offshore contours, it is possible for us to determine the refraction coefficient(折射系數(shù)) kr directly.,25/38,Chapter 3,Wave convergence or divergence,Wave convergence (幅聚) refers to a phenomenon that wav
16、es refract and bend toward headlands so that the wave energy is therefore concentrated. Wave divergence (幅散) refers to a phenomenon that waves refract and diverge over the deep water so that the waves are reduced in height.,26/38,Chapter 3,Wave convergence and/or divergence,27/38,Chapter 3,Wave conv
17、ergence or divergence due to wave refraction is important in deciding where to construct a pier or other structure on coasts.,Case study of wave refraction,28/38,Chapter 3,At the locations of coastal structures or at places where the bottom configuration suddenly changes, a part of wave energy is re
18、flected and the reflected wave is generated. The reflected wave has the same wave period and wave length as the incident wave, but the wave height is different.,4. Wave reflection,29/38,Chapter 3,The reflection coefficient is defined as,which varies with the angle of the slope, the incident wave ste
19、epness and the characteristics of the slope.,30/38,Chapter 3,The reflection coefficient based on the small amplitude wave theory can be determined by measuring the amplitudes at the antinode and node of the composite wave train. However, the determination of the reflection coefficient should be cond
20、ucted experimentally for a concrete engineering.,31/38,Chapter 3,When incoming waves are interrupted by a barrier such as a breakwater or an island, the waves curve around the barrier and penetrate into the sheltered area, meanwhile the wave energy is transferred laterally along a wave crest. This phenomenon is called wave diffraction (波浪繞射).,5. Wave diffraction,32/38,Chapter 3,Wave diffraction occurs on the sh
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(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)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 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. 人人文庫網(wǎng)僅提供信息存儲(chǔ)空間,僅對(duì)用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對(duì)用戶上傳分享的文檔內(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
- 住宅區(qū)雙電源管理辦法
- 瑜伽館空調(diào)租賃合同
- 電子廠給水施工合同
- 老年人旅游活動(dòng)策劃指南
- 屋頂綠化腳手架施工合同范本
- IT培訓(xùn)學(xué)校教師聘用合同
- 建筑工程安全事項(xiàng)合同
- 2025鋼管扣件腳手架租賃合同樣本
- 風(fēng)景區(qū)餐廳租賃合同
- 文化中心停車場(chǎng)管理規(guī)定
- 礦山開采與生產(chǎn)管理
- 糖尿病的預(yù)防及治療幻燈片
- 綜合能力測(cè)試(一)附有答案
- 大學(xué)體育與健康智慧樹知到期末考試答案章節(jié)答案2024年齊魯師范學(xué)院
- 化學(xué)實(shí)驗(yàn)操作評(píng)分細(xì)則表
- 西安市蓮湖區(qū)2022-2023學(xué)年七年級(jí)上學(xué)期期末語文試題【帶答案】
- JBT 14543-2024 無刷穩(wěn)速直流電動(dòng)機(jī)技術(shù)規(guī)范(正式版)
- 動(dòng)靜脈內(nèi)瘺的物理學(xué)檢查
- 中國(guó)麻辣燙行業(yè)市場(chǎng)發(fā)展前景研究報(bào)告-智研咨詢發(fā)布
- 【視神經(jīng)脊髓炎譜系疾病的探究進(jìn)展文獻(xiàn)綜述3800字】
- 思想道德與法治(海南大學(xué))智慧樹知到期末考試答案章節(jié)答案2024年海南大學(xué)
評(píng)論
0/150
提交評(píng)論