天坪寨隧道地下水动态监测信息的应用研究
|
摘要
隧道地下水动态监测是隧址区地下水环境保护的基础工作,通过在隧址区构建地下水动态监测系统,获取隧址区地下水动态监测信息,分析包括水量、水质、水温等变化规律,判识隧道涌水来源,并利用隧道工程水环境负影响评价体系,评价隧道建设产生的水环境影响,进而在此基础上,构建了该隧道工程的水环境保护体系。
天坪寨隧道为在建达万高速公路控制性工程之一,通过对天坪寨施工情况和水文地质条件的调查,在隧址区布设了3个井泉监测点、2个堰塘监测点、2个煤洞水监测点以及对隧道排水和各处隧道内涌水点进行监测,构建了天坪寨隧道地下水动态监测系统。通过该监测系统,大量获取了隧址区各监测点水量、水质等动态变化信息,为地下水动态监测信息的应用研究提供了数据支持。通过对各监测点的水量和水质动态变化规律分析,隧道建设造成了堰塘T2的水量减少,双河口煤矿的干涸,以及凤凰坝煤矿一段时期的水量递减；并利用模糊聚类分析法确定了隧道涌水来源,其隧道进口段涌水与堰塘T2和麻地沟煤矿有关,隧道出口段涌水与双河口煤矿和风凰坝煤矿有关。
此外,通过地下水环境影响负效应评价体系的构建,得出了天坪寨隧道建设产生的地下水环境负效应为中等的结论,并分析总结了天坪寨隧道施工过程中造成的环境问题和采取的环境保护措施,进而建立了包括隧道工程水环境动态监测与影响评价体系和水环境保护与污染防治体系两部分的隧道工程水环境保护体系。
Tunnel groundwater dynamic monitoring is the fundamental work for groundwater environment protection in the tunnel area,this thesis proposes a monitoring system for dynamic of groundwater to get the dynamic monitoring information,analyze the variation of yield, quality, and temperature of the water, identify the sources of water inflow into the tunnel, evaluate the impact of the construction of the tunnel on water environment by using water negative effects evaluation in tunnel engineering, and built the system for water environment protection of the tunnel on the basis of that.
The Tianping village tunnel is one of the control projects of Wan-Da expressway. Tianping village tunnel groundwater dynamic monitoring system is structured by establishing three wellspring monitoring points, two ponds monitoring points,two coal hole watermonitoring points, tunnel drainage points and the points of tunnel water gushing. A lot of dynamic information which provides data support for application research of groundwater dynamic monitoring information including the flow of water, the quality of water et.al of monitoring point water is gotten by the monitoring system. According to the analyzing of water quantity and water quality dynamic change rule of the monitoring points, the tunnel construction cause the reduction in quantity of water of ponds T2, the dry up of Shuanghekou coal mine and the diminishing water of Fenghuangba coal mine in a period of time. Fuzzy cluster analysis method is used to determine the source of water gushing of tunnel. The water gushing of Tunnel entrance relates to pond T2and madigoucoal mine. The water gushing of Tunnel export relates to Shaunghekou coal mine and Fenghuangba coal mine。
In addition, through constructing the evaluation system of the groundwater environmental negative impact, obtains the conclusion that the negative effect of the Tian Ping Village Tunnel construction on groundwater environment is middle. Through the analysis of the environmental problems caused by the process of tunnel construction and environmental protection measures, establishs the environmental protection system of tunnel project on groundwater. This system contains water environmental dynamic monitoring and evaluation system on tunnel project, and contains water environmental protection and pollution prevention and control system.
天坪寨隧道为在建达万高速公路控制性工程之一,通过对天坪寨施工情况和水文地质条件的调查,在隧址区布设了3个井泉监测点、2个堰塘监测点、2个煤洞水监测点以及对隧道排水和各处隧道内涌水点进行监测,构建了天坪寨隧道地下水动态监测系统。通过该监测系统,大量获取了隧址区各监测点水量、水质等动态变化信息,为地下水动态监测信息的应用研究提供了数据支持。通过对各监测点的水量和水质动态变化规律分析,隧道建设造成了堰塘T2的水量减少,双河口煤矿的干涸,以及凤凰坝煤矿一段时期的水量递减；并利用模糊聚类分析法确定了隧道涌水来源,其隧道进口段涌水与堰塘T2和麻地沟煤矿有关,隧道出口段涌水与双河口煤矿和风凰坝煤矿有关。
此外,通过地下水环境影响负效应评价体系的构建,得出了天坪寨隧道建设产生的地下水环境负效应为中等的结论,并分析总结了天坪寨隧道施工过程中造成的环境问题和采取的环境保护措施,进而建立了包括隧道工程水环境动态监测与影响评价体系和水环境保护与污染防治体系两部分的隧道工程水环境保护体系。
Tunnel groundwater dynamic monitoring is the fundamental work for groundwater environment protection in the tunnel area,this thesis proposes a monitoring system for dynamic of groundwater to get the dynamic monitoring information,analyze the variation of yield, quality, and temperature of the water, identify the sources of water inflow into the tunnel, evaluate the impact of the construction of the tunnel on water environment by using water negative effects evaluation in tunnel engineering, and built the system for water environment protection of the tunnel on the basis of that.
The Tianping village tunnel is one of the control projects of Wan-Da expressway. Tianping village tunnel groundwater dynamic monitoring system is structured by establishing three wellspring monitoring points, two ponds monitoring points,two coal hole watermonitoring points, tunnel drainage points and the points of tunnel water gushing. A lot of dynamic information which provides data support for application research of groundwater dynamic monitoring information including the flow of water, the quality of water et.al of monitoring point water is gotten by the monitoring system. According to the analyzing of water quantity and water quality dynamic change rule of the monitoring points, the tunnel construction cause the reduction in quantity of water of ponds T2, the dry up of Shuanghekou coal mine and the diminishing water of Fenghuangba coal mine in a period of time. Fuzzy cluster analysis method is used to determine the source of water gushing of tunnel. The water gushing of Tunnel entrance relates to pond T2and madigoucoal mine. The water gushing of Tunnel export relates to Shaunghekou coal mine and Fenghuangba coal mine。
In addition, through constructing the evaluation system of the groundwater environmental negative impact, obtains the conclusion that the negative effect of the Tian Ping Village Tunnel construction on groundwater environment is middle. Through the analysis of the environmental problems caused by the process of tunnel construction and environmental protection measures, establishs the environmental protection system of tunnel project on groundwater. This system contains water environmental dynamic monitoring and evaluation system on tunnel project, and contains water environmental protection and pollution prevention and control system.
引文
[1]高飞,刘丹.模糊聚类分析法在叙岭关隧道涌水来源识别中的应用[J].现代隧道技术,2013,V50(2)：52-57.
[2]陈梁,蒲奥.长大公路隧道的环境保护技术[J].四川建筑.2006(3)：57-58.
[3]刘丹,李启彬.秦岭特长隧道涌水量的研究D].煤田地质与勘察,2005,33(1)：41-44.
[4]件彦卿等.岩溶地下水监测网优化分析[J].地学前缘(中国地质大学,北京)：2003,10(4)：637-647.
[5]陶虹,丁佳,刘文波.关中盆地地下水动态监测网络设计与应用[J].中国地质灾害与防治学报.2012(2)：122-126.
[6]陶月赞,郑恒强,汪学福.用Kriging方法评价地下水监测网密度[J].水文.2003(2)：46-48.
[7]刘治政,吴晓东,林洪孝Kriging插值模型在地下水位监测网优化中的应用[J].人民长江.2010(9)：14-17.
[8]蒋庆,胡海瀛,王儒敬MOPSO算法及其在地下水监测网布局优化中的应用[J].计算机工程与应用.2009(22)：187-190.
[9]韩建秀,张春亿.南阳市城市地下水监测网优化设计[J].地下水.2007(1)：102-105.
[10]Paul F.Hudak.Water Resources Bulletin,1993,29 (3):383-390.
[11]Bepxo3иH.The groundwater monitoring of Ann Gallas iron ore district in Siberia[J], Nevada, USA. Computers and Geosciences.2007.
[12]Fan. Tarim desert highway on both sides to establish a groundwater monitoring network[J], Lower Hutt.2008.4.
[13]Zhou, Y.Sampling Frequency for Monitoring the Actual State of Groundwater systems[J].of Hydrology,1996,180,301-315.
[14]李扬红,邓英尔,贾疏源.五指山隧道地下水化学特征与水动力分带模式[J].水土保持研究.2009(1)：172-174.
[15]赵金凤.歌乐山隧道施工涌水对周边地下水系统的影响及环境效应[D].硕士学位论文,成都：成都理工大学,2004.
[16]代述勇,雷加强,赵景峰,等.塔里木盆地南缘策勒绿洲区地下水TDS空间变异及水化学特征分析[J].中国沙漠.2010(3)：722-729.
[17]郭永海,王驹,吕川河,等.高放废物处置库甘肃北山野马泉预选区地下水化学特征及水-岩作用模拟[J].地学前缘.2005(S1)：117-123.
[18]刘建,刘丹,刘向远.基于灰色关联分析的某隧道涌水来源识别[J].现代隧道技术,2007,44(3)：26-29.
[19]刘建,刘丹.基于Bayes判别分析方法的叙岭关隧道溶洞水源识别[J].现代隧道技术,2012,49(1)：72-76.
[20]Blunden,B.and Indraratna, B. pyrite oxidation model for assessing Groundwater management strategies in acid sulfate soils[J]. Journal of Geotechnical and Geoenvironmental Engineering,VO1127,No.2,February2001.
[21]Nancy F G,James R C.The use of geostatistics in relating soil moisture to RADARSAT-1 SAR data obtained over the Great Basin[J], Nevada, USA. Computers and Geosciences.2003.
[22]贺炜,莫凯,付宏渊.隧道施工对地下水环境影响的三维数值模拟——以八面山隧道为例[J].长沙理工大学学报(自然科学版).2011(4)：6-11.
[23]田劲杰.铁路长隧道生态环境影响综合评价[D].硕士学位论文,成都：西南交通大学,2005
[24]罗鉴银,傅瓦利.岩溶地区开凿隧道对地下水循环系统的破坏——以重庆市中梁山为例[J].西南农业大学学报(自然科学版).2005(4)：432-435.
[25]李耐霞.歌乐山隧道施工过程对水环境影响研究[D].硕士学位论文,成都：西南交通大学,2004
[26]刘建、刘丹.岩溶隧道建设引起的地下水环境负效应研究[J].水土保持研究,2009,16(3)：268-271
[27]LEI S.An analytical solution for steady flow in to a tunnel[J].Ground Water,1999,37(1):23-26
[28]Maria Vieenta Estelle rand Carlos Diaz-Deigado(2002), Environmental effeets of Aquifer overexploitation:a case study in the Highlands of Mexieo[J],Environmental Management,29(2):266-278
[29]Dagan, G..Stochastic Modelling of Groundwater Flow by Unconditional and Conditional Probabilities.2.The Solute Transport [J]. Water Resour,1982, Res.18(4), 835-848.
[30]KOLYMBAS D, WAGNER P.Groundwater ingress to tunnel-the exaction Analytical solution[J].Tunneling and Underground Space Technology,2007,22(1):23-27
[31]周孝文、魏庆朝等.天山特长铁路隧道的环境影响与控制研究[B].铁道标准设计.2005,(1)：7-10.
[32]寇明旭.隧道施工废水对地表水环境的影响[A].山西建筑.2009,35(15)：345-346.
[33]杜欣、曾亚武等.铁路隧道建设与水花经关系分析[A].铁道工程学报.2009,(1)：82-85.
[34]李泽龙.歌乐山隧道水环境保护及堵水注浆设计[Z].中国兰州：200467-72.
[35]刘丹,李启彬.秦岭特长隧道涌水量的预测研究[J].煤田地质与勘察,2005,33(1)：41-44.
[36]李鹏飞,张顶立,周烨.隧道涌水量的预测方法及影响因素研究[J].北京交通大学学报,2010,34(4)：11-15.
[37]赖明.叙岭关隧道建设对地下水环境的影响研究[D].西南交通大学,2011.
[38]吉林省水文水资源局.地下水监测规范[S].2005.
[39]李文智,王勇.浅析地下水动态变化特征及其应用[J].治淮.2008(5)：12-14.
[40]杨德贵,宋立志,张国建.安阳市区地下水动态特征及影响因素分析[J].地下水.2010(5)：72-107.
[41]孙吉贵,刘杰,赵连宇.聚类算法研究[J].软件学报,2008,19(1)：9.
[42]王焰新.地下水污染与防治[M].北京：高等教育出版社,2007.
[43]王帅,惠兴杰,李晓奇.模糊聚类分析方法及其应用[J].数学、力学、物理学、高新技术研究进展,2008(12)：599-602.
[44]刘建,刘丹.岩溶隧道建设引起的地下水环境负效应研究——以铜锣山隧道为例[J].水土保持研究.2009(3)：268-271.
[45]刘向远.岩溶隧道施工中地下水环境负效应评价指标体系研究[D].成都：西南交通大学,2007.
[46]赫英臣,孟伟,郑丙辉.固体废物安全填埋场选址与勘察技术[M].北京：海洋出版社,1998.
[47]杨泽元,王文科,王雁林.表生生态效应及其评价指标体系研究[J].干旱区资源与环境,2006,20(3)：105-111.
[48]Maria VE, Carlos DD. Environmental Effects of Aquifer Overexploitation:A CaseStudy inthe Highlandsof Mexico [J].Environmental Management,2002,29(2):266-278.
[49]Wasil E, GoldenB. Celebrating 25years of AHP-baseddecision making [J]. computers and operating research,2003,(30):1419-1420.
[50]EL TANI M.Circular tunnel in a semi-infinite aquifer [J].Tunneling and Underground Space Technology,2003,18(1):49-55.
[51]KOLYMBAS D, WAGNER P.Groundwater ingress to tunnel- the exaction analytical solution[J].Tunneling and Underground Space Technology,2007,22(1):23-27.
[52]LEI S.An analytical solution for steady flow into a tunnel[J].Ground Water,1999, 37(1):23-26.
[53]Michael D.Sohn et al. Reducing uncertainty in site characterization using Bayes Monte Carlo methodsC J). Journal of environmental engineering.2000,126(10).
[54]Maria Vieenta Estelle rand Carlos Diaz-Deigado(2002), Environmental effeets of aquifer overexploitation:a case study in the Highlands of Mexieo, Environmental Management,29(2):266-278.
[55]Yasemin EK Biro.Valuation of the environmental impacts of the Kayraklepe dam/hydroeleetrie projeet, Turkey:an exereise incontingentvaluation..AMBIO,1998, 273:223-228.
[56]朱曼航,陈玉成,蒋红梅.山区隧道施工废水的水泥混凝处理研究[J].环境科学与技术.2011,34(7)：90-93.
[2]陈梁,蒲奥.长大公路隧道的环境保护技术[J].四川建筑.2006(3)：57-58.
[3]刘丹,李启彬.秦岭特长隧道涌水量的研究D].煤田地质与勘察,2005,33(1)：41-44.
[4]件彦卿等.岩溶地下水监测网优化分析[J].地学前缘(中国地质大学,北京)：2003,10(4)：637-647.
[5]陶虹,丁佳,刘文波.关中盆地地下水动态监测网络设计与应用[J].中国地质灾害与防治学报.2012(2)：122-126.
[6]陶月赞,郑恒强,汪学福.用Kriging方法评价地下水监测网密度[J].水文.2003(2)：46-48.
[7]刘治政,吴晓东,林洪孝Kriging插值模型在地下水位监测网优化中的应用[J].人民长江.2010(9)：14-17.
[8]蒋庆,胡海瀛,王儒敬MOPSO算法及其在地下水监测网布局优化中的应用[J].计算机工程与应用.2009(22)：187-190.
[9]韩建秀,张春亿.南阳市城市地下水监测网优化设计[J].地下水.2007(1)：102-105.
[10]Paul F.Hudak.Water Resources Bulletin,1993,29 (3):383-390.
[11]Bepxo3иH.The groundwater monitoring of Ann Gallas iron ore district in Siberia[J], Nevada, USA. Computers and Geosciences.2007.
[12]Fan. Tarim desert highway on both sides to establish a groundwater monitoring network[J], Lower Hutt.2008.4.
[13]Zhou, Y.Sampling Frequency for Monitoring the Actual State of Groundwater systems[J].of Hydrology,1996,180,301-315.
[14]李扬红,邓英尔,贾疏源.五指山隧道地下水化学特征与水动力分带模式[J].水土保持研究.2009(1)：172-174.
[15]赵金凤.歌乐山隧道施工涌水对周边地下水系统的影响及环境效应[D].硕士学位论文,成都：成都理工大学,2004.
[16]代述勇,雷加强,赵景峰,等.塔里木盆地南缘策勒绿洲区地下水TDS空间变异及水化学特征分析[J].中国沙漠.2010(3)：722-729.
[17]郭永海,王驹,吕川河,等.高放废物处置库甘肃北山野马泉预选区地下水化学特征及水-岩作用模拟[J].地学前缘.2005(S1)：117-123.
[18]刘建,刘丹,刘向远.基于灰色关联分析的某隧道涌水来源识别[J].现代隧道技术,2007,44(3)：26-29.
[19]刘建,刘丹.基于Bayes判别分析方法的叙岭关隧道溶洞水源识别[J].现代隧道技术,2012,49(1)：72-76.
[20]Blunden,B.and Indraratna, B. pyrite oxidation model for assessing Groundwater management strategies in acid sulfate soils[J]. Journal of Geotechnical and Geoenvironmental Engineering,VO1127,No.2,February2001.
[21]Nancy F G,James R C.The use of geostatistics in relating soil moisture to RADARSAT-1 SAR data obtained over the Great Basin[J], Nevada, USA. Computers and Geosciences.2003.
[22]贺炜,莫凯,付宏渊.隧道施工对地下水环境影响的三维数值模拟——以八面山隧道为例[J].长沙理工大学学报(自然科学版).2011(4)：6-11.
[23]田劲杰.铁路长隧道生态环境影响综合评价[D].硕士学位论文,成都：西南交通大学,2005
[24]罗鉴银,傅瓦利.岩溶地区开凿隧道对地下水循环系统的破坏——以重庆市中梁山为例[J].西南农业大学学报(自然科学版).2005(4)：432-435.
[25]李耐霞.歌乐山隧道施工过程对水环境影响研究[D].硕士学位论文,成都：西南交通大学,2004
[26]刘建、刘丹.岩溶隧道建设引起的地下水环境负效应研究[J].水土保持研究,2009,16(3)：268-271
[27]LEI S.An analytical solution for steady flow in to a tunnel[J].Ground Water,1999,37(1):23-26
[28]Maria Vieenta Estelle rand Carlos Diaz-Deigado(2002), Environmental effeets of Aquifer overexploitation:a case study in the Highlands of Mexieo[J],Environmental Management,29(2):266-278
[29]Dagan, G..Stochastic Modelling of Groundwater Flow by Unconditional and Conditional Probabilities.2.The Solute Transport [J]. Water Resour,1982, Res.18(4), 835-848.
[30]KOLYMBAS D, WAGNER P.Groundwater ingress to tunnel-the exaction Analytical solution[J].Tunneling and Underground Space Technology,2007,22(1):23-27
[31]周孝文、魏庆朝等.天山特长铁路隧道的环境影响与控制研究[B].铁道标准设计.2005,(1)：7-10.
[32]寇明旭.隧道施工废水对地表水环境的影响[A].山西建筑.2009,35(15)：345-346.
[33]杜欣、曾亚武等.铁路隧道建设与水花经关系分析[A].铁道工程学报.2009,(1)：82-85.
[34]李泽龙.歌乐山隧道水环境保护及堵水注浆设计[Z].中国兰州：200467-72.
[35]刘丹,李启彬.秦岭特长隧道涌水量的预测研究[J].煤田地质与勘察,2005,33(1)：41-44.
[36]李鹏飞,张顶立,周烨.隧道涌水量的预测方法及影响因素研究[J].北京交通大学学报,2010,34(4)：11-15.
[37]赖明.叙岭关隧道建设对地下水环境的影响研究[D].西南交通大学,2011.
[38]吉林省水文水资源局.地下水监测规范[S].2005.
[39]李文智,王勇.浅析地下水动态变化特征及其应用[J].治淮.2008(5)：12-14.
[40]杨德贵,宋立志,张国建.安阳市区地下水动态特征及影响因素分析[J].地下水.2010(5)：72-107.
[41]孙吉贵,刘杰,赵连宇.聚类算法研究[J].软件学报,2008,19(1)：9.
[42]王焰新.地下水污染与防治[M].北京：高等教育出版社,2007.
[43]王帅,惠兴杰,李晓奇.模糊聚类分析方法及其应用[J].数学、力学、物理学、高新技术研究进展,2008(12)：599-602.
[44]刘建,刘丹.岩溶隧道建设引起的地下水环境负效应研究——以铜锣山隧道为例[J].水土保持研究.2009(3)：268-271.
[45]刘向远.岩溶隧道施工中地下水环境负效应评价指标体系研究[D].成都：西南交通大学,2007.
[46]赫英臣,孟伟,郑丙辉.固体废物安全填埋场选址与勘察技术[M].北京：海洋出版社,1998.
[47]杨泽元,王文科,王雁林.表生生态效应及其评价指标体系研究[J].干旱区资源与环境,2006,20(3)：105-111.
[48]Maria VE, Carlos DD. Environmental Effects of Aquifer Overexploitation:A CaseStudy inthe Highlandsof Mexico [J].Environmental Management,2002,29(2):266-278.
[49]Wasil E, GoldenB. Celebrating 25years of AHP-baseddecision making [J]. computers and operating research,2003,(30):1419-1420.
[50]EL TANI M.Circular tunnel in a semi-infinite aquifer [J].Tunneling and Underground Space Technology,2003,18(1):49-55.
[51]KOLYMBAS D, WAGNER P.Groundwater ingress to tunnel- the exaction analytical solution[J].Tunneling and Underground Space Technology,2007,22(1):23-27.
[52]LEI S.An analytical solution for steady flow into a tunnel[J].Ground Water,1999, 37(1):23-26.
[53]Michael D.Sohn et al. Reducing uncertainty in site characterization using Bayes Monte Carlo methodsC J). Journal of environmental engineering.2000,126(10).
[54]Maria Vieenta Estelle rand Carlos Diaz-Deigado(2002), Environmental effeets of aquifer overexploitation:a case study in the Highlands of Mexieo, Environmental Management,29(2):266-278.
[55]Yasemin EK Biro.Valuation of the environmental impacts of the Kayraklepe dam/hydroeleetrie projeet, Turkey:an exereise incontingentvaluation..AMBIO,1998, 273:223-228.
[56]朱曼航,陈玉成,蒋红梅.山区隧道施工废水的水泥混凝处理研究[J].环境科学与技术.2011,34(7)：90-93.