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),請進(jìn)行舉報(bào)或認(rèn)領(lǐng)
文檔簡介
1、IntroductionEmbankment dams are made of earth or rock. Internal erosion is one of the major causes of embankment dam failures. Resistivity measurements may have the possi- bility of detecting internal erosion processes a
2、nd anomalous seepage at an early stage before the safety of the dam is at stake. The technique is essentially non- destructive, which is particularly important when working with embankment dams where drilling and other p
3、enetrating investigations are preferably avoided. This paper presents results from part of a dam safety investigation conducted at the Enemossen tailings dam in southern Sweden. Tailings dams are a type of embankment dam
4、 that impounds mining waste. The mining waste, which consists of fine-grained waste materials left after mechanical or chemical separation of minerals from crushed ore, is typically pumped into astorage reservoir and the
5、 tailings dams are built to hold these volumes in place. The aim of this study was to examine the extent of the damage around the latest reported sinkhole and to examine the integrity of the entire dams in order to detec
6、t other deficiencies. The investigation comprised temperature, resistivity, induced polarisation (IP) and self potential (SP) measurements together with stan- dard visual inspections and piezometer readings. Part of the
7、results from the resistivity measurements will be presented here. Measuring temperature over time is a powerful and sensitive way to detect leakage pathways and to estimate flow rates. The method is, however, limited to
8、a specific area, and the same goes for most conventional methods. Other methods with the possi- bility to scan larger areas are therefore requested, and most geophysical methods are of this kind. Among the methods tested
9、, resistivity measurements were consid-P. Sjo ¨ dahl T. Dahlin S. Johansson Using resistivity measurements for dam safety evaluation at Enemossen tailings dam in southern SwedenReceived: 19 March 2005 Accepted: 27 J
10、uly 2005 Published online: 18 October 2005 ? Springer-Verlag 2005Abstract Internal erosion is a major reason for embankment dam fail- ures. Resistivity measurements is an essentially non-destructive tech- nique, which ma
11、y have the possibil- ity of detecting internal erosion processes and anomalous seepage at an early stage before the safety of the dam is at stake. This paper pre- sents results from part of a dam safety investigation con
12、ducted at the Enemossen tailings dam in southern Sweden. Longitudinal resistivity sections, 2D measurements along the dam crest, provided an overview of the whole dam and served to detect anomalous zones. In selected are
13、as, additional cross-sectional 2D sur-veys gave detailed information about the geo-electrical situations in the embankments. This information is valuable for similar investigations as information about resistivity in emb
14、ankment construction material is scarce. Known problem areas were associated with low resistivities, even though the resistivity measurements alone did not provide enough infor- mation to confidently come to a decision a
15、bout the status of the dams.Keywords Resistivity Æ Embank- ment dam Æ Tailings dam Æ SwedenEnviron Geol (2005) 49: 267–273 DOI 10.1007/s00254-005-0084-1 ORIGINAL ARTICLEP. Sjo ¨ dahl ( i.e., the groun
16、d properties are assumedFig. 1 Cross section of the X-Y dam. 1 Support fill (downstream and upstream), 2 core, 3 filter, 4 tailings. Level refers to meter above sea level1Developed by M.H. Loke, available for example at
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(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. 眾賞文庫僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理,對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自己和他人造成任何形式的傷害或損失。
最新文檔
- 外文翻譯---電阻率測量瑞典南部的enemossen尾礦壩的安全評價(jià)
- 外文翻譯---電阻率測量瑞典南部的enemossen尾礦壩的安全評價(jià)
- 外文翻譯---電阻率測量瑞典南部的enemossen尾礦壩的安全評價(jià)
- 外文翻譯---電阻率測量瑞典南部的Enemossen尾礦壩的安全評價(jià).doc
- 外文翻譯---電阻率測量瑞典南部的Enemossen尾礦壩的安全評價(jià).doc
- 電阻率計(jì)算及測量常見的誤區(qū)
- 土石壩滲漏的電阻率成像診斷試驗(yàn)研究.pdf
- 《測量金屬絲的電阻率》的實(shí)驗(yàn)報(bào)告
- 《測量金屬絲的電阻率》的實(shí)驗(yàn)報(bào)告
- 3.3測量金屬絲的電阻率 基礎(chǔ)鞏固
- 基于DSP的巖石電阻率測量系統(tǒng)研究.pdf
- 土壤電阻率的減小措施及測量方法
- 四探針測試儀測量薄膜的電阻率(2012)
- 磷尾礦的電阻率與其力學(xué)性質(zhì)關(guān)系的試驗(yàn)研究1.pdf
- 地震前電阻率變化及地電阻率觀測的年變化研究.pdf
- 混凝土養(yǎng)護(hù)監(jiān)測與評價(jià)的電阻率方法研究.pdf
- 混凝土潮濕養(yǎng)護(hù)效率的電阻率評價(jià)方法研究.pdf
- 實(shí)驗(yàn)2 四探針法測量半導(dǎo)體電阻率和薄層電阻
- 混凝土電阻率的研究進(jìn)展
- 實(shí)驗(yàn)測定金屬的電阻率
評論
0/150
提交評論