原子能科学技术
原子能科學技術
원자능과학기술
ATOMIC ENERGY SCIENCE AND TECHNOLOGY
2015年
8期
1521-1528
,共8页
曾晟%杜雪明%孙冰%谭凯旋
曾晟%杜雪明%孫冰%譚凱鏇
증성%두설명%손빙%담개선
低渗透含铀砂岩%物理化学渗流%压力梯度-黏度-化学耦合%渗透系数
低滲透含鈾砂巖%物理化學滲流%壓力梯度-黏度-化學耦閤%滲透繫數
저삼투함유사암%물이화학삼류%압력제도-점도-화학우합%삼투계수
low-permeability sandstone uranium ore rock%physico-chemical percola-tion%pressure gradient-viscosity-chemical coupling%permeability coefficient
研究低渗透性含铀砂岩物理化学耦合作用下的渗流规律,可为地浸工艺参数的设计提供可靠依据。本文选取我国新疆某铀矿山砂岩样品,用自制的渗透性测定实验装置,开展了含铀砂岩原样的物理化学渗流规律的实验研究。结果表明:该低渗透性矿岩存在3个渗流阶段,即启动压力阶段、非线性渗流阶段和线性渗流阶段;改变流体的黏度,可改变流体流通空隙所占的百分比,进而整体上改变矿岩渗透性能;在物理化学渗流前期,矿岩介质与溶浸剂发生化学反应后,使某些较小半径的孔隙变成可连通的,进而使砂岩介质的渗透系数整体变大;在物理化学渗流后期,由于压力和化学耦合作用,孔隙结构进一步演变,当压力梯度敏感度大于化学反应敏感度时,其渗透系数变大,反之变小。
研究低滲透性含鈾砂巖物理化學耦閤作用下的滲流規律,可為地浸工藝參數的設計提供可靠依據。本文選取我國新疆某鈾礦山砂巖樣品,用自製的滲透性測定實驗裝置,開展瞭含鈾砂巖原樣的物理化學滲流規律的實驗研究。結果錶明:該低滲透性礦巖存在3箇滲流階段,即啟動壓力階段、非線性滲流階段和線性滲流階段;改變流體的黏度,可改變流體流通空隙所佔的百分比,進而整體上改變礦巖滲透性能;在物理化學滲流前期,礦巖介質與溶浸劑髮生化學反應後,使某些較小半徑的孔隙變成可連通的,進而使砂巖介質的滲透繫數整體變大;在物理化學滲流後期,由于壓力和化學耦閤作用,孔隙結構進一步縯變,噹壓力梯度敏感度大于化學反應敏感度時,其滲透繫數變大,反之變小。
연구저삼투성함유사암물이화학우합작용하적삼류규률,가위지침공예삼수적설계제공가고의거。본문선취아국신강모유광산사암양품,용자제적삼투성측정실험장치,개전료함유사암원양적물이화학삼류규률적실험연구。결과표명:해저삼투성광암존재3개삼류계단,즉계동압력계단、비선성삼류계단화선성삼류계단;개변류체적점도,가개변류체류통공극소점적백분비,진이정체상개변광암삼투성능;재물이화학삼류전기,광암개질여용침제발생화학반응후,사모사교소반경적공극변성가련통적,진이사사암개질적삼투계수정체변대;재물이화학삼류후기,유우압력화화학우합작용,공극결구진일보연변,당압력제도민감도대우화학반응민감도시,기삼투계수변대,반지변소。
To study the seepage law of low‐permeability sandstone uranium ore rock under the physical and chemical coupling action , and provide a reliable basis for the design of parameters for in‐situ leaching ,some samples of sandstone from a uranium mine in Xinjiang were used to carry out experimental research by a homemade permea‐bility test device . T he results indicate that there are three seepage stages in the low‐permeability rock ,namely ,the stage of starting pressure ,the stage of nonlinear seepage and the stage of linear seepage .With the change of fluid viscosity ,the percentage that fluid flow voids occupied in the w hole rock voids and the rock permeability on the w hole can be changed .In the early stage of physical and chemical coupling seepage ,after the media of ore and leaching agent reacting chemically ,the pore structure of medium ore is altered ,and some of the smaller radius of pore is larger and connected ,w hich makes the seepage of fluid larger in the unit area and per unit time ,thereby enabling the overall permeability of sandstone medium becomes larger .In the latter stage of physical and chemical coupling seepage ,due to the pressure and chemical coupling ,the pore struc‐ture further evolves .When the pressure gradient is more sensitive than chemical sensi‐tivity of reaction ,the permeability coefficient increases ,w hereas decreases .