雨水干管中污染物浓度模型的建立及多功能雨水池的研究
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
水是关系到人类生存发展,具有战略意义的资源。当前我国日益严重的水资源短缺和水环境污染问题,不仅困扰国计民生,并已成为制约社会经济可持续发展的限制性因素。面对缺水现状,雨水资源的开发利用已成为一种新的趋势。然而,如何进行雨水规划利用,在国内还是新的课题,诸多方面还有待于进一步研究。论文以径流过程中不透水地表表层沉积物的冲刷速率与沉积的污染物量成正比的研究结果为依据,通过理论分析和数学分析手段,进行了雨水干管中污染物浓度随降雨历时的变化规律的研究,推求雨水中污染物浓度变化模型。同时讨论了小区多功能雨水池的功能定位及容积确定,最后提出适合的水池设计方式。
     针对目前雨水模型研究中存在的与我国雨水利用工程实践之间的不相适应问题,论文通过数学分析的方法,推求了雨水中污染物浓度变化规律公式。公式表明,对于特定的小区,雨水干管中污染物浓度主要受降雨历时、污染物初始浓度及临界时间等的影响。在浓度模型建立的基础之上,可以确定弃流时间,为实现雨水的有效回收利用提供理论基础。
     城市雨水资源化的集流过程包括雨水就地利用和集中调蓄利用两个大的方向,依据利用途径的不同,需建立相应功能的雨水池。论文在完成了雨水池的功能定位分析的基础之上,提出了多功能雨水池的概念。依据实际使用功能的不同,并进行水质水量计算对比的前提下,得出多功能雨水池可具有如下两种形式:一是集储存生活杂用水、储存小区消防用水和回灌水三个功能于一体的多功能雨水池;二是集储存小区生活杂用水、储存小区消防用水、调蓄洪峰流量、回灌地下水等四个功能于一体的多功能雨水池。对于第一种形式的多功能雨水池,其容积主要由池内消防水量、火灾延续时间内补充水量、生活杂用水量之间的关系来确定:①若Vz≥V消, V = (1.0~2.0)Vz;②若V消- V补≤Vz      论文通过对实际小区雨水利用工程的模拟计算得出:当小区分别设置单一功能的雨水池时,消防水池、生活杂用水池和洪峰流量调蓄池的容积分别为:300m3、140m3和600m3;若建立多功能雨水池其容积为800m3。相比较而言,建立多功能雨水池可节省基建投资37.2%,节省占地37.5%。
     建立多功能雨水池进行雨水的回收利用,可以有效缓解我国当前水资源短缺的现状,增加可利用水资源量。同时节省基建投资,为经济发展提供基础保障,具有显著的社会效益,经济效益和环境效益。
Water is the strategic resource concerning to human survival and development. Water resources shortage has not only disturbed people's livelihood but also become a limited factor to socio-economic sustainable development in China. Facing the water scarcity situation, the exploiting and utilizing rainwater resources have become a new trend. However, how to proceed with designing the usage of rainwater is a new subject in domestic, and many aspects have yet to be studied further. Based on the results of the study on the erosion rate of sediments on impervious surface is proportional to the amount of pollution in the process of runoff, this paper studied the rule of pollutants concentration changing with rainfall duration in rain water pipe, and determined the of pollutants concentration changing model. At the same time, this paper discussed the method of how to determinate the volume of multi-function rainwater ponds, and proposed a proper design method for the pond at the end part of the paper.
     In the view of the incompatible issues between the current study of rainwater model and the rainwater utilization projects in China, this paper gave a formula of pollutants concentration changes in rainwater by mathematical analysis method. The formula indicates that, for a specific area, the pollutants concentration in rainwater pipe is mainly affected by the rainfall duration, the initial concentration of the pollutants and the critical time. The time of disposable flow can be determined based on the concentration model, which provides a theoretical basis to the effective recovery and utilization of rainwater.
     Urban rainwater utilization including in situ utilization and concentration storage, according to the difference of utilization, the rainwater Pond has to be built to fit the different usage. The paper put forward the conception of multi-function rainwater pond based on the work of function orientation of rainwater ponds. Based on different features of practical usage and comparison of water quality and quantity,multi- function rainwater pond can be drawn with the following two forms: First, set the storage of non-portable water, fire water and groundwater recharge, the three functions rain water tank of multi-functional; Second is the storage of non-portable water, fire water, peak flow regulation, groundwater recharge, the four functions of the multi-function rainwater pond. As the first form of multi-function rainwater pond, the volume is rely on the relationship among fire water, the supply water in fire extension time, and non-port water:①when Q_z≥Q_f: V = (1.0~2.0)Q_z .②when Q_f - Q_r≤Q_z      From simulating a rain water utilization project, this paper calculated that when the district set up the single function of the respective ponds, the volume of fire pond, non-portable water storage pond and peak flow pond are: 300m3, 140m3 and 600m3; if set up the multi-function rainwater pond, the volume is 800m3. Comparatively speaking, the establishment of multi- function rainwater pond can save 37.2% of investment and 37.5% of infrastructure area.
     Rain water storage and utilization by establishing multi-function rainwater pond, not only can effectively alleviate the water shortage, increase the volume of available water resources, save infrastructure investment in China, but also provide the fundamental guarantee for economic development, has significant social, economical and environmental benefits.
引文
1段永红,李曦,杨名远.我国城市污水处理市场化问题探讨.中国农村水利水电. 2003, (5):11~14
    2周才扬,穆宏强.我国的水污染现状及防治对策.长江职工大学学报. 2002, 19(4):8~9
    3范洁.我国的水源污染与控制技术.饮用水安全暨突发公共危机应急处理技术交流研讨会,广西桂林市. 2006:114~115
    4刘斌.混凝-好氧-微电解-好氧组合工艺处理淀粉的试验研究.哈尔滨工业大学. 2008:1~4
    5车伍,李俊奇.城市雨水利用技术与管理.中国建筑工业出版社. 2006:10~12; 44~47; 42~43; 60~61
    6 Lee J H, Bang K W .Chatacerization of urban stormwater runoff. Wat Res. 2000, 34(6):1773~1780
    7 Deletic A .The first flush load of urban surface runoff .Wat Res. 1998, 32(8):2462~2470
    8王和意,刘敏,刘巧梅等.城市降雨径流非点源污染分析与研究进展.城市环境与城市生态. 2003, 16(6):283~285
    9 Liu M, Bangh P J, Hutchinson SM, ect.Historical record and sources of polycyclic aromatic hydrocarbons in core sediments from the Yangtze Estuary, China .Environment Pollution. 2000, (2):357~365
    10胡世琴,范斌.浅议城市雨水利用在我国的发展前景.中国建设教育. 2006, 6(6):57~59
    11奕永庆.雨水利用的历史现状和前景.中国农村水利水电. 2004, (9):48~50
    12刘根生,刘凤霞.城市雨洪利用若干问题的探讨.水科学与工程技术. 2006, (1):29~31
    13陈云明,吴普特,杨新民等.甘肃省集雨节灌工程的调查与分析.土壤侵蚀与水土保持学报. 1998, 4(6):52~57
    14居江.雨洪利用技术在住宅小区中的实践.住宅产业. 2005, (1):21~22
    15卢观彬.水平潜流型人工湿地处理小区雨水径流的试验研究.重庆大学. 2008: 13~14
    16 Shizuo Shindo. Rainfall harvesting in Volcanic Islands of Japan—Case studiesof the Izu Islands .Proceeding of International Symposium & 2ndChinese National Conference on Rainwater Utilization.Xuzhou, Jiansu Province ,China. 1998:131~133
    17车武,李俊奇.从第十届国际雨水利用大会看城市雨水利用的现状与趋势.给水排水. 2002, 28(3):12~14
    18侯玉玲,张艳红,李春辉.城市雨水资源利用现状及发展建议.水科学与工程技术. 2004(6):11~13
    19刘华祥.城市暴雨径流面源污染影响规律研究.武汉大学. 2005:44~49
    20 Startor, J.D., Boyd, G.B., Agardy.F.J. Water Pollution Aspects of Street Surface Contaminants.Water Pollution Control Federation. 1974, 46(3):458~467
    21刘刚.城市地表径流污染及模型化研究.上海大学. 2005:50~60
    22游春丽.城市雨水利用可行性研究.西安建筑科技大学. 2006:31~41
    23 EPA. Results of the Nationwide Urban Runoff Program, Final Report, U.S. Environmental Agency, NTIS Accession NO. PB84185552, December, 1983
    24 Davek K Makepeace, Daniel W Smith, Stephen J Stanley. Environmental Engineering and Science, Department of Civil EngineeringUniversity of Alberta, Edmonton, Alberta T6G 2G7
    25 M C Gromaire-Mertz, S Garnaud, A Gonzalez, G Chebbo .Characterisation of Urban Runoff Pollution in Paris. Wat Sci Tech. 1999, 39(2):1~8
    26刘廷宏,裘芝久,张志道,林性粹.雨水径流集蓄设施及其有效容积的研究.山西水土保持科技. 1999, (2):13~15
    27付国岩.雨水集蓄利用工程蓄水设施容积计算.防渗技术. 1999, 5(3):11~20
    28李少斌.雨水集流工程中蓄水窖经济容积的计算方法.防渗技术. 2000, 6(2):16~29
    29刘鹏,赵昕,郭汝艳.国家体育场雨洪利用初步设计简介.给水排水. 2004, 30(7):80~82
    30刘鹏,赵昕.国家体育场初期雨水弃流方式的比较与选择.给水排水. 2004, 30(7):82~84
    31李俊奇,孟光辉,车伍.城市雨水利用调蓄方式及调蓄容积实用算法的探讨.给水排水. 2007, 33(10):42~46
    32宁静,李田.上海市降雨特性统计与雨水存储池容积计算.中国给水排水, 2006, 22(4): 48~51
    33《建筑与小区雨水利用工程技术规范》(GB50400-2006)
    34陈捷,赵国志,王彬,尤文玮.调蓄池及其在苏州河治理中的应用.中国市政工程. 2004, (4):37~40
    35徐贵泉,陈长太,张海燕.苏州河初期雨水调蓄池控制溢流污染影响研究.水科学进展. 2006, 17(5):705~708
    36李田,曾彦君,宁静.排水系统截流调蓄设施运行效率的概率分析方法.给水排水. 2007, 33(06):108~112
    37《石油化工企业环境保护设计规范》(SH3024-1995)
    38张加伟.合流制系统中初期污染雨水的排放设计.工业用水与废水. 2003, 34(5):57~58
    39崔海云.论初期污染雨水,后期清净雨水自然分流切换设计.给水排水. 1997, 23(8):30~31
    40徐冬喜.石油化工企业消防污水收集与处理初探.工业用水与废水. 2000, 31(1):51~52
    41谭琼,李田,张建频,时珍宝.调蓄池提高已建系统排水能力的水力模拟研究.给水排水. 2006, 32(9):34~38
    42汪明明.雨水池设计理论研究.北京工业大学. 2008:1~2
    43 R.P.M. Smisson. The Single Pipe System for Stormwater Management’Progress at Technology. Brighton.1980, (13):203~212
    44 Andoh, R. Y. G. and Declerck, C. Source Control and Distributed Storage—A Cost Effective Approach to Urban Drainage for the New Millennium 8th International Conference on Urban Storm Drainage, Sydney, Australia, 30 August 3 September, 1999:1997~2005
    45 Funayama, Y., Shinkawa, M., Takagi, K., Ishizuka,O .Proceedings of the Ninth International Conference on Urban Drainage. Stormwater Control Using Storage and Networking Techniques. Portland, Oregon. Sept. 2002:8~13
    46尹炜,李培军,可欣等.我国城市地表径流污染治理技术探讨.生态学杂志. 2005, 24(5):533~536
    47 Ortell, Z. Innovative Modeling of Urban Stormwater Systems, Monograph 12. Chapter 26: Upgrading the Belhar Stormwater System to Combat Pollution of the Kuils River. W. James, CHI, Inc. 2004:543~558
    48 C.H. Liaw, Y.L. Tsai, M.S. Cheng .Assessing flood mitigation alternatives in Shijr area in metropolitan Taipei. J. Am.Water Resource. Assoc. 2006, 42(2):311~322
    49 C.H. Liaw, Y.L. Tsai, W.M. Huang, M.S. Cheng.Hydrology and storage capacity analysis of rainwater retarding practices for flood mitigation in urban area (In Chinese). Water Sci. 2006, 17(4):538~542
    50 Darnell, C.M., Lootah, H., Al Maidoor, E.A. Stormwater Management Using Detention Ponds. WEFTEC 2001 Conf. Proc. CD-ROM. 2001
    51 Mascarenhas, F.C.B.; Miguez, M.G.; De Magalhaes, L.P.C.; Prodanoff, J.H.A. On-site stormwater detention as an alternative flood control measure in ultra-urban environments in developing countries. IAHS-AISH Publication, 2005:196~202
    52 Papa F., Adams, B.J., Guo, Y.P.. Detention Time Selection for Stormwater Quality Control Ponds. Canadian J. Civil Eng.1999:26~72
    53 PGuo, J.C.Y. Detention Storage Volume for Small Urban Catchments. Water Resour Plan. Manage.ASCE. 1999:125~380
    54 Nehrke, S.M, Roesner,L.A. Effects of Design Practice for Flood Control and Best Management Practices on the Flow-frequency Curve. Water Resour Plan. Manage. 2004, 130(2):131~139
    55常静.径流系统污染物迁移过程与环境效应.华东师范大学硕士论文. 2007:10~11
    56 R. J. Charbeneau, M .E. Barrett.Evaluation of methods for estimating stormwater pollutant loads.Water Environment Research. 1998, 70(7), 1295~1302
    57 Millar R. G. Analytical Determination of Pollutant Wash-off Parameters. Envir Engrg. ASCE. 1999, 125(10): 989~992
    58郭凤.台朱磊.刘贵德.邯郸市城区道路路面径流水质特性及污染物冲刷排放规律研究.城市水利. 2005, (6):34~37
    59 W Che, Y Liu, J Q Li. Flush Model of Runoff on Urban Non-Point Source Pollutants and Analysis.Water and Environmental Management Series, Water in China.P A Wilderer, J Zhu, N Schwarzenbeck. IWA Publishing. 2003 :143~150
    60杨瑞平,李玉珏.雨水资源在城市中的利用.山西水土保持科技. 2002, 2(2):23~24
    61车伍,李俊奇,刘红,孟光辉.现代城市雨水利用技术体系.北京水利. 2003, (3):16~8
    62赵廷红.城市雨水资源化集汇流及传输模型及其应用.西安理工大学. 2002:15~29
    63田媛,苏德荣.甘肃干旱山区公路两旁雨水收集系统的研究.中国矿业大学出版社, 1998:231~236
    64 http://kbs.cnki.net/Forums/8439/ShowThread.aspx
    65赵廷红,牛争鸣.实现城市雨水资源化的基本途径.中国给水排水. 2001, 17(10):56~58
    66那燕.城市雨水资源利用途经的探讨.辽宁师专学报. 2001, 3(2):79~80
    67 Tanaka Tadashi, Iida Teruo. Rainwater utilization systems for groundwater recharge used in an urban area in Japan .Proceeding of International Symposium & 2ndChinese National Conference on Rainwater Utilization. Xuzhou Jiansu Province China. 1998:200~204
    68 S C Chu, W L Huang, K F Andrewlo. The feasibility assessment of industrial rainwater catchment systems—A case study in Hsinchu Science Park.Proceeding of International Symposium & 2ndChinese National Conference on Rainwater Utilization. Xuzhou Jiansu Province China. 1998:189~199
    69李越明,韩瑞华.高层建筑消防水池储水量设计的探讨.陕西建筑. 2007, (149):9~14
    70周永潮.城市雨水径流污染模拟的研究.湖南大学硕士. 2005:8~9
    71李树平.雨水调蓄池的流量演进.中国市政工程. 2003, (2):47~50
    72赵廷红.城市雨水资源化集汇流及传输模型及其应用.西安理工大学. 2002:25~26