用户名: 密码: 验证码:
水闸调度对河流水质作用机制及可调性研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
水是人类不可缺少的宝贵资源,为了满足人类对水资源合理分配的要求,河道上修建了大量的水闸等水利工程。然而,水闸的存在改变了天然河流的水流状态,并对水体中污染物的迁移转化过程产生一定的影响。水闸对河流环境的负面影响已逐步被证实,目前,如何合理利用水闸调度改善河流水质,以及水闸调度与水质浓度变化的关系问题越来越受到研究人员的关注。本文从这些问题出发,开展了以下几个方面的具体工作:
     (1)闸控河段水质转化机理及数学模型研制。以关闸蓄水和开闸放水两个阶段污染物的迁移转化规律,对闸控河段水质转化关系进行分析发现:关闸蓄水时,污染物的迁移转化主要以沉降作用为主;而开闸放水时,污染物的迁移转化主要以底泥的再悬浮作用为主。在此基础上,构建了具有严格物理机制的水闸调度影响模型,包括基于水闸调控的一维水动力模型和考虑底泥作用的水环境模型,并根据实测资料对模型进行参数率定和模拟结果的验证,模型能较好的模拟上述污染物迁移转化过程。
     (2)水质浓度影响因子识别及量化关系研究。闸控河段水质浓度变化过程主要受上游来水条件和区间排污过程的影响,同时还受到水闸调度方式的影响。因此,在评估上述影响因子对水质浓度的影响的基础上,进一步构建了水闸调度与水质浓度、污染物负荷与水质浓度的量化关系。结果表明,闸控水质浓度变化率与水闸调度方式(闸门开度、闸门开启个数)有乘幂关系、与来水污染负荷有对数关系,间接的反映出了闸控河段水闸调度、污染负荷与水质浓度变化之间的复杂非线性关系。
     (3)水闸对水质改善的可调性研究。主要从可调性定义及内涵的界定,可调性判别方法展开讨论,并对槐店闸、周口闸、阜阳闸和颍上闸的可调性进行了判别,进而发现,水闸在污染负荷较大时,水闸调度对水质有较好的改善作用(即可调性较好),但污染负荷较小时,水闸调度对水质改善的可调性较差,甚至无可调性。
     (4)研发了闸坝调控对水质影响模拟与关系识别系统。以计算机可视化技术为支撑,运用相关理论,以实用为主要开发原则,开发出适应于水闸调度、排污及暴雨对河流水质影响模拟的软件系统。
     本文是水闸调度对河流水质作用机制及可调性研究的一次有益探索,为水闸调度与水质浓度变化的关系及对河流水质改善的可调性研究奠定了基础,为合理利用水闸调度改善河流水环境状况的实施提供了科学依据。
Water is essential to humanity, and a large number of sulices are built to satisfy the requirements of rational water resources allocation in the river. However, natural rivers'flow regimes have been changed because of the existence of sluice, and migration and transformation processes of pollutants in water is also affected by building sluice. The negative impact of sluice on the water environment has gradually been confirmed, and now experts and scholars are committing to research on improving water environment by rational sluice scheduling and the relationshiop between sluice scheduling and diversification of pollutants concentration in river. To solve these problems, This paper carried out several specific works as follows:
     (1)Water quality conversion in the river reaches controlled by sluice (RCS) and the development of the mathematical model. Based on the migration and transformation regularity when the gates of sluice were opened and closed, water quality conversion in RCS is analyzed,and the results indicate that the sedimentation dominates pollutants'migration and transformation progress when impoundment, but the resuspension dominates when drainagement.Then,the hydrodynamic model considered sluice operation action and water environment model considered endogenous substance exchange action are built. Combined with the observed data during the monitoring experiment, the models are verified and the parameters are calibrated, and the migration and transformation progresses can be simulated well.
     (2) Water quality factors recognition and study of quantitative relationship. River water quality and quantit dominate the change process of water quality concentration, but the sluice scheduling is an important influence factor in RCS. According to assess the influence of these factors, The exponentiation relationship expressions between the concentration change rate and operation factors (such as gater opening size and number) in RCS, the logarithmic relationship expressions between the concentration change rate and sewage in RCS are both established, and these expressions relect the relationships among water quality concentration,operation factors and sewage indirectly.
     (3) Research on adjustable examination of dam on water quality improvement. The adjustable of sluice scheduling on river water quality improvement is defined,and the discrimination method of adjustable is development.Then,four antifouling sluices' adjustable are distinguished with the above method. According to the results,the author found that water quality can be improved some extently by the sluices scheduling and the sluices have a good level adjustable when sewage hevaily;In contrast, water quality cann't be improved by the sluices scheduling and the sluices have poor adjustable, even have no adjustable.
     (4) Research and development of system of the simulation of sluice scheduling action to water quality and. the relationships recognition.Based on Visualization Technology, relevant theory and practical principles,the systerm is developed,and it adapts to simulate the impacts on river water quality of sluice scheduling,sewage and storm.
     This paper is a benefieial exploration of searehing for mechanism of sluice scheduling action to revier water quality and study of the sluice'adjustable. It lays the theoretical foundation for study of relationship between pollutants concentration change and sluice operation factors and study of adjustable of water quality improvement by sluice scheduling, Provides scientific basis for reasonable sluice scheduling to improve water envionment.
引文
[1]王欢.浅谈水利工程与河道生态[J].水利科学与经济,2010,16(11):1264-1266.
    [2]栗震宇.河网水量水质调度分析研究[D]:[硕士学位论文].南京:南京水利水电科学研究院,2007.
    [3]阳晓娟.观澜河水质改善及生态修复研究[D]:[硕士学位论文].合肥:合肥工业大学,2010.
    [4]左其亭,高洋洋,刘子辉.闸坝对重污染河流水质水量作用规律的分析与讨论[J].资源科学,2010,32(2):261-266.
    [5]刘子辉.闸坝对重污染河流水质水量影响的实验与模拟研究[D]:[硕士学位论文].郑州:郑州大学,2011.
    [6]杨洵.太子河观—覆河段水质改善调控技术研究[D]:[硕士学位论文].大连:大连理工大学,2011.
    [7]刘子辉,左其亭,赵国军,窦明,卜亚东.闸坝调度对污染河流水质影响的实验研究[J].水资源与水工程学报.2011,22(5):34-37.
    [8]丁志强.河网多闸联合调度水动力及水质数学模型的研究[D]:[硕士学位论文].天津:天津大学,2009.
    [9]Geoffrey E. Petts, Angela M. Gurnell. Dams and geomorphology:Research progress and future directions[J]. Geomorphology,2005,71(1-2):27-47.
    [10]Oglesby, R.T., Carlson, C.A., McCann, J.A. River Ecology and Man[M]. New York: Academic Press,1972.
    [11]S. Anders Brandt. Classification of geomorphologic effects downstream of dams[J]. Catena, 2000,40(4):375-401.
    [12]Azim U. Mallika, John S. Richardson. Riparian vegetation changein upstream and downstream reaches of three temperate rivers dammed for hydroelectric generation in British Columbia, Canada[J]. Ecological Engineering,2009,35(5):810-819.
    [13]L.T.H. Newham, R.A. Letcher, A.J. Jakeman, et al. Integrated water quality modelling:Ben Chifley Dam Catchment, Australia[J]. International Environmental Modelling and Software Society,2002, (1):275-280.
    [14]JASON H, LARS U.Modelling the tidal mixing fronts,and seasonal Stratificatio of the northwest EuroPean Colltinentalshel[J].Contillental Shelf Res eareh,2008,28(7):887 - 903.
    [15]MARIA C P, JOSE M A, FERNANDO S, et al.Effects of warm water inflows on the dispersion of pollutants in small reservoirs[J]. Jounal of Enviromnental Management,2006, 81(3).
    [16]ALLEN J I, SIDDORN J R, BLACKFORD J C, et al.Turbulence as a control on the microbial loop in a temperate seasonally stratified marine systems modellJ]. Journal of SeaReseareh,2004,52(1):1 - 20.
    [17]GOLOKA B S, DAVID L.Modeling of bubble plume design and oxygen transfer for reservoir restoration[J].Wat.Res.,2003,37(2):393 - 401.
    [18]BURRIS V L,LITTLE J C.Bubble dynamics and oxygen transfer in hypolimnetic aerator[J].Wat.Sei.&Tech.,1998,37(2):293 - 300.
    [19]COOKE G D, WELCH E B, PETERSON S A, et al.Restoration and management of lakes and reservoirs[M].2nd ed.Boca Raton:Lewis Publisher,1993.
    [20]EIJI K, TAKEHIKO F, HIDEO H. A modeling approach toforecast the effect of long—term climate change on lake water quality[J]. Ecol.Model,2007.209(2/3/4).
    [21]VASSILIS Z A, SOUIJANA K G Simulation of water temperature and dissolved oxygen distribution in Lake Vegoritis Greece[J]. Ecol.Model.2003160(1/2):39 - 53.
    [22]史艳华.基于河流健康的水库调度方式研究[D]:[硕士学位论文].南京:南京水利科学研究院,2008.
    [23]雒文生,宋星原.水环境分析及预测[M].武汉:武汉大学出版社,2006.
    [24]阮仁良.平原河网地区水资源调度改善水质的机理和实践研究[D]:[博士学位论文].上海:华东师范大学,2003.
    [25]张永勇,夏军,王纲胜等.淮河流域闸坝联合调度对河流水质影响分析[J].武汉大学学报(工学报),2007,40(4):32-37.
    [26]汪松年.发挥水利工程在治理上海河道水体污染方面作用的思考[J].上海水务,2000(1),1-5.
    [27]胡安焱,张自英,王菊翠.水利工程对汉江中下游水文生态的影响[J].水资源保护,2010,26(2):5-9.
    [28]索丽生.闸坝与生态[J].中国水利,2005(16):5-7.
    [29]郭文献,张亮,王鸿翔等.闸坝工程建设对北运河水量水质影响研究[J].灌溉排水学报.2010,29(6):56-59.
    [30]李大鸣,林毅,刘雄等.具有闸、堰的一维河网非恒定流数学模型及其在多闸联合调度中的应用[J].水利水电技术.2010,41(9):47-51.
    [31]张成,傅旭东,王光谦.复杂内边界长距离输水明渠的一维非恒定流数学模型[J].南水北调与水利科技.2007,5(6):16-18.
    [32]林巍.闸坝河流水质模型及实例研究[J].污染防治技术,1995,8(4):233-266.
    [33]施勇.长江中下游江湖水沙调控数值模拟[J].水科学进展.2010,22(5):34-37.
    [34]荆海晓.河网水动力及水质模型的研究及应用[D]:[硕士学位论文].天津:天津大学,2010.
    [35]万德华.泄水建筑物下游收缩断面水深的精确计算公式[J].人民长江.1998,29(4):18-19.
    [36]胡肖峰,谷汉斌,周华兴.平板门闸孔淹没出流流量系数推求[J].水科学与工程技术.2006,(4):20-21.
    [37]方神光,吴保生.南水北调中线干渠闸前变水位运行方式探讨[J].水动力学研究与进展.2007,22(5):634-639.
    [38]王昭亮,高仕春,艾泽.闸坝对河流水质的调控作用初步分析[J].水利科技与经济.2010, 16(12):1339-1347.
    [39]萧洁儿,曾凡棠,房怀阳.感潮河区水闸对水质影响的数学模拟研究[J].广东水利水电.2009,(12):10-13.
    [40]褚君达,徐慧慈.河流底泥冲刷沉降对水质影响的研究[J].水利学报.1994,(11):4246.
    [41]李剑超.河湖底泥有机污染物迁移转化规律研究[D]:[博士学位论文].南京:河海大学,2002.
    [42]柴蓓蓓.水体沉积物中污染物释放及其多相界面过程研究[D]:[硕士学位论文].西安:西安建筑科技大学,2008.
    [43]Anderson J M.Nitrogell and PhosPhorus budgets and the role of sediments in six shallow Danish Lakes[J]. Arehive fur Hydrobiologie,1974,74:527 - 550.
    [44]Ettore Bielli, Tesauro Marina.The littoral benthon community of lake Orta after liming:a comparison between sununer 1993 and suminer 1998[J]. J Limnol,2001,60(2):237 - 239.
    [45]Saad Ali Khan, Riaz-ur-Rehman, Mali Khan. Adsoption of chromium(Ⅲ), ehromium(Ⅳ) and silver(Ⅰ) on bentonite[J]. WasteManag,1995,15(4):271 - 282.
    [46]Ting D S,APPan A.General characteristics and fraetions of phosphorus in aquatic sediments of two tropical reservoirs[J]. Water Sci Technol,1996,34(7/8):53 - 59.
    [47]Lijklema L,KoelmansAA,Portielje R. Water quality impacts of sediment pollution and the role of eariy diagenesis[J]. Water Sci Technol,1993,28:1-12.
    [48]陈美丹.河网底泥释放规律及其与模型藕合应用研究[D]:[硕士学位论文].南京:河海大学,2007.
    [49]李剑超,褚君达,丰华丽.河流底泥冲刷悬浮对水质影响途径的实验研究[J].长江流域资源与环境.2002,11(2):137-139.
    [50]张丽萍,袁文权,张锡辉.底泥污染物释放动力学研究[J].环境污染治理技术与设备.2003,4(2):23-26.
    [51]薛梅.河流中污染物质的通量与残量分析[D]:[硕士学位论文].哈尔滨:哈尔滨工业大学,2006.
    [52]丁簧,钟德钰,张红武,禹雪中.冲积河流底泥中污染物的输移转化方程[J].泥沙研究.2007,(6):75-79.
    [53]贾海峰,程声通,丁建华等.水库调度和营养物消减关系的探讨[J].环境科学,2001,22(4):104-107.
    [54]李锦秀,廖文根.水流条件巨大变化对有机污染物降解速率影响研究[J].环境科学研究,2002,15(3):4548.
    [55]阮燕云,张翔,夏军,等.闸门对河道污染物影响的模拟研究[J].武汉大学学报(工学版).2009,42(9):673-676.
    [56]王坚.影响河流水质因素分析[J].山西水利.2006,(3):24-25.
    [57]叶守泽,夏军,郭生练,陈小红.水库水环境模拟预测与评价[M].北京:中国水利水电出版社,1997.
    [58]NaBa Shakir Hadi南湖截污工程对湖区水质改善的研究[D]:[博士学位论文].武汉: 武汉理工大学,2010.
    [59]李来山,左其亭,窦明.淮河流域闸坝特征及其对水质改善作用分析[J].水利水电技术.2011,(6):9-11.
    [60]程绪水,贾利,杨迪虎.水闸防污调度对减轻淮河水污染的影响分析[J].中国水利,2005(16):11-13.
    [61]余卫鸿.大型水利工程对长江口生态环境的叠加影响[D]:[硕十学位论文].郑州:郑州大学,2007.
    [62]蔡守华,胡欣.河流健康的概念及指标体系和评价方法[J].水利水电科技进展,2008(1):23-27.
    [63]葛军,葛伦应.层次分析法确定水质指标权重[J].当代建设,2003(3):33-34.
    [64]张涛,张宁红,司蔚.河流水质评价方法研究一以太湖流域为例[J].三峡环境与生态,2010,3(3):5-7.
    [65]陆卫军,张涛.几种河流水质评价方法的比较分析[J].环境科学与管理,2009,34(6):174-176.
    [66]孙宗凤.基于生态的水利工程水量水质联合调度及效应评价研究[D]:[硕十学位论文].南京:河海大学,2006.
    [67]王昭亮,高仕春,张慧云.闸坝对河流水质调控作用的影响因子[J].武汉大学学报(工学报).2011,44(5):572-575.
    [68]诸葛亦斯,彭文启,杜强等.太子河闸坝河段水环境容量研究[J].中国水利水电科学研究院学报.2011,9(1):29-34.
    [69]齐建怀,高仕春,张慧云.海河流域数据库系统的设计与建立[J].海河水利.2005,44(5):572-575.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700