水利学报
水利學報
수리학보
2013年
11期
1295-1302
,共8页
王晓玲%王青松%周正印%敖雪菲
王曉玲%王青鬆%週正印%敖雪菲
왕효령%왕청송%주정인%오설비
注浆%宾汉姆浆液%k-ε紊流模型%采空区%南水北调
註漿%賓漢姆漿液%k-ε紊流模型%採空區%南水北調
주장%빈한모장액%k-ε문류모형%채공구%남수북조
grouting%Bingham fluid%k-ε turbulence mathematical model%goaf%South-to-North Water Transfer
南水北调中线工程穿越多个煤矿采空区,对工程的安全施工与运行造成了严重威胁,因此对煤矿采空区进行注浆加固处理已成为工程迫切需要解决的问题。本文根据注浆浆液的宾汉姆流体特性,建立宾汉姆流体本构模型方程。基于采空区三维几何地质信息模型,提出三维宾汉姆流体k-ε紊流数学模型。针对注浆工程中岩层、断裂带、冒落区、采空区、煤层底板等地质层采用不同的地质参数、孔隙率和阻力系数,对宾汉姆流体浆液在采空区中的紊流扩散进行模拟,实现了宾汉姆流体浆液的采空区多孔分序注浆模拟,并分析了浆液的扩散规律。结果表明:在一定时间范围内,浆液扩散半径和采空区的充填率随时间的增加而增加,但其变化率呈逐渐减少的趋势,并最终趋于零,数值模拟的注浆量与实际注浆量相比误差为11.8%。研究可为采空区注浆的设计与优化提供理论依据与技术支持,对确保南水北调渠道长期安全稳定运行具有重要的理论意义和实践价值。
南水北調中線工程穿越多箇煤礦採空區,對工程的安全施工與運行造成瞭嚴重威脅,因此對煤礦採空區進行註漿加固處理已成為工程迫切需要解決的問題。本文根據註漿漿液的賓漢姆流體特性,建立賓漢姆流體本構模型方程。基于採空區三維幾何地質信息模型,提齣三維賓漢姆流體k-ε紊流數學模型。針對註漿工程中巖層、斷裂帶、冒落區、採空區、煤層底闆等地質層採用不同的地質參數、孔隙率和阻力繫數,對賓漢姆流體漿液在採空區中的紊流擴散進行模擬,實現瞭賓漢姆流體漿液的採空區多孔分序註漿模擬,併分析瞭漿液的擴散規律。結果錶明:在一定時間範圍內,漿液擴散半徑和採空區的充填率隨時間的增加而增加,但其變化率呈逐漸減少的趨勢,併最終趨于零,數值模擬的註漿量與實際註漿量相比誤差為11.8%。研究可為採空區註漿的設計與優化提供理論依據與技術支持,對確保南水北調渠道長期安全穩定運行具有重要的理論意義和實踐價值。
남수북조중선공정천월다개매광채공구,대공정적안전시공여운행조성료엄중위협,인차대매광채공구진행주장가고처리이성위공정박절수요해결적문제。본문근거주장장액적빈한모류체특성,건립빈한모류체본구모형방정。기우채공구삼유궤하지질신식모형,제출삼유빈한모류체k-ε문류수학모형。침대주장공정중암층、단렬대、모락구、채공구、매층저판등지질층채용불동적지질삼수、공극솔화조력계수,대빈한모류체장액재채공구중적문류확산진행모의,실현료빈한모류체장액적채공구다공분서주장모의,병분석료장액적확산규률。결과표명:재일정시간범위내,장액확산반경화채공구적충전솔수시간적증가이증가,단기변화솔정축점감소적추세,병최종추우령,수치모의적주장량여실제주장량상비오차위11.8%。연구가위채공구주장적설계여우화제공이론의거여기술지지,대학보남수북조거도장기안전은정운행구유중요적이론의의화실천개치。
Multiple coal mine goaf under the South-to-North Water Transfer Project have brought serious threat to the safety of its construction and operation. It becomes an urgent engineering problem to reinforce the coal mine goaf by grouting reinforcement process. According to the Bingham fluid properties, the Bing-ham constitutive equation was established in this paper. Based on the 3-D geometry model with geological information of coal mine goaf, a three-dimensional k-ε turbulence mathematical model considering Bingham liquid character was presented. Different geological parameters, porosity, resistance coefficient are adopted for the different geological layers, such as strata, fault, collapsed zone, goaf, coal floor, and then turbu-lent diffusion law of Bingham fluid in goaf was simulated. According to the grouting hole sequence,sub-se-quence grouting was achieved and the diffusion law of slurry was analyzed. The results show that within a certain time range, diffusion radius and filling rate of goaf increased over time, but a decreasing trend of the change rate was demonstrated and finally the change rate approached to zero. The error of grouting amount between the numerical simulation and the actual situation was 11.8%. The research can provide a theoretical basis and technical support for the goaf grouting design and optimization, which has an impor-tant theoretical and practical value to ensure the long-term security and stability run for the South-to-North Water Transfer Channel.