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城市暴雨径流污染初始冲刷效应在城市径流污染的研究中占有很重要的地位,总结和分析了国外对城市暴雨径流污染初始冲刷的研究状况和存在的问题,对不同的初始冲刷定义进行分析和比较,建议采用初期30%的径流中携带了整个降雨事件污染物总量的80%这一初始冲刷定义,可以比较合理的对初期径流中污染物进行定量,从而为径流污染的治理提供方便;提出了处理初期径流污染物和保护受纳水体的管理方法,可为我国城市暴雨径流污染的治理提供科学的理论基础和借鉴. 相似文献
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选择无锡市沈巷小区、广丰三村、槐古豪庭三个经过雨污分流改造的排水区(以下简称"排水达标区")作为研究区域,对2014年7月1日至9月23日13次降雨事件中研究区域的降雨径流排水过程进行水质水量同步监测,分析了无锡城区主要地表径流污染物类型,比较了降雨特征(降雨历时、降雨量、降雨强度和前期累计晴天)与污染物次径流平均浓度EMC的相关性大小,选取典型降雨事件,研究了降雨径流初期冲刷效应。结果分析表明:虽然排水达标区已经完成雨污分流改造工程,但降雨径流污染仍然很严重,主要污染物为COD、NH3-N、TP;降雨强度与EMC有显著的正相关关系,其余降雨特征与EMC的相关性不明显;降雨初期的降雨强度对初期冲刷效应的影响较大,降雨初期雨强大,则初期冲刷效应明显。 相似文献
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拉萨河流域地表径流氢氧同位素空间分布特征 总被引：3，自引：0，他引：3
为了探析径流过程中稳定同位素变化特征及其控制因子, 利用2008年拉萨河流域地表径流中δ18O和δD的监测数据以及相关气象和水文资料, 初步研究了流域δ18O和δD的空间分布特征.研究发现: (1)拉萨河流域以大气降水为主要补给来源, 且干流体现了较明显的蒸发效应; (2)河水偏正的d过量参数特征指示了冰雪融水的补给特征; (3)季风降水期间, 拉萨河流域由高程效应和水平距离所造成的δ18O递减率约为0.16‰·(100 m)-1; (4)大循环尺度下, 流域内河水呈现了明显的大陆效应.研究表明高海拔地区地表径流氧氘同位素分布特征能够有效示踪流域水文循环过程, 并提供古高度变化研究的稳定同位素证据. 相似文献
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为弥补当前描述城市地表灰尘径流冲刷过程的指数衰减模型偏于经验、物理力学机制认识不足的问题,考虑到地表灰尘的泥沙物质属性,基于泥沙科学、从泥沙运动力学角度研究地表灰尘的径流冲刷过程与模拟方法。通过比较发现,地表灰尘径流冲刷指数衰减模型与河道冲刷条件下输沙调整的滞后响应模型具有一定的相似性。基于上述比较结果,参考河道冲刷条件下输沙调整的滞后响应模型方程,针对地表径流汇流的延时效应及不平衡输沙特点,并考虑地表灰尘颗粒的非均匀性及分组冲刷过程,对地表灰尘径流冲刷指数衰减模型进行了改进,建立了地表灰尘的分组不平衡冲刷模型。结合广东东莞牛山工业园区地表灰尘径流冲刷过程的实测资料,对模型进行了应用比较。结果表明:相比指数衰减模型,分组不平衡冲刷模型模拟地表径流灰尘浓度值与实测值变化趋势更为符合,确定性系数与纳什效率系数由0.15与0.59升至0.73与0.70,模拟效果进一步提高。研究结果有助于促进地表灰尘径流冲刷过程模拟由经验分析向具有物理基础的模拟方法转变。 相似文献
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以安塞县纸坊沟小流域为研究对象,通过对2016年6月—2017年5月降水、地下水和沟头、上游、中游、下游的地表径流氢氧同位素特征分析,研究黄土高原丘陵区小流域地下水补给与排泄的时空特征,为该区域地下水资源的合理利用提供依据。研究结果表明:降水氢氧同位素变异系数较高,具有明显的雨量效应、温度效应与季节效应。地表径流和地下水对温度的响应较好。6—11月降水补给地表径流过程中,因蒸发损失约为37%,补给地下水过程的损失为54%。流域不同部位的降水和地表径流对地下水的补给相似,地下水排泄比例从沟头到下游逐渐减小。地下水的补给与排泄也具有明显的季节特征,6月—翌年5月,降水和地表径流对地下水的补给排序分别为:夏季秋季冬季和冬季秋季夏季,春季无明显的补给现象。地下水对径流的排泄比例冬季最高,夏季最低。降水和径流对地下水的年补给为26.89%和73.11%。地下水中约有88%的水源于夏半年(6—9月)降水的补给,12%的水源于冬半年(10月—翌年5月)。 相似文献
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随着我国城市建设的不断推进,城市径流污染越来越受到关注。地表颗粒物(RDS)是重金属的重要载体,雨水径流对地表颗粒物的冲刷引起的径流重金属污染问题凸显。本研究选取北京市城乡接合部作为研究区域,研究区域内地表颗粒物中重金属(As、Cd、Cr、Cu、Mn、Pb、Zn)污染负荷并进行健康风险评估。结果表明,地表颗粒物含有的重金属中,除Mn外,As、Cd、Cr、Cu、Pb、Zn的平均浓度均超过背景值。其中,Cd的平均浓度是其背景值的3倍,Cr的平均浓度是其背景值的4倍之多。在径流冲刷条件下,Cr的污染负荷在各研究区域均最高,为其他重金属的3~4倍。暴露模型计算表明,重金属非致癌日平均暴露量为手口摄入量＞皮肤吸收量＞吸入空气量,经手口接触是人体地表灰尘暴露风险的主要途径。对于非致癌风险,在芦求路主路以及黄鹅路十字路口区域存在对于儿童的非致癌风险,整体区域内成人所受非致癌风险较低。各研究区域内重金属呼吸暴露途径的总致癌风险均低于环境阈值,致癌风险较低。 相似文献
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在长江和黄河源区的左冒西孔曲和纳通河、垮热洼尔玛河流域的不同植被覆盖下建立了天然径流观测场,利用观测天然降水和人工模拟降水,初步研究了江河源区不同植被覆盖下降水的产流产沙效应。结果表明,长江黄河源区的3个小流域内,在典型高寒草甸草地30°坡面上,退化较为严重的30%覆盖度以下的场地内,地表径流产出量明显大于覆盖度较好的95%、92%和68%场地,同时产沙量显著高于这3个场地,其平均单次降水形成的泥沙量是这三种盖度的2~4倍,由此造成地表侵蚀量平均为这3种盖度的3~10倍。通过对几次典型的降水形态的分析,在长江黄河源区高寒草甸草地的坡面上,不但降水量影响着产流产沙量,降水形态也影响着产流产沙量,降雨仍是引起水土流失的主要降水形态,在降水量相同的条件下,降雪可比降雨和雨加雪增加产流量2.1~3.5倍,可比降雨减少泥沙侵蚀45.4%~80.3%。人工模拟结果表明:对于覆盖度为5%和30%的强度退化草地,次降水量在3.5 mm时,就形成了较为明显的径流和产沙效应,当次降雨量达到7 mm,降雨持续时间15 min,5 m2场地内就会形成1 400 mL以上的径流量;在地表土壤含水量(FDR测0~5 cm平均含水量为36.7%)较高的情况下,次降雨量达4mm,降雨强度超过0.4 mm/min,在5 m2场地内历时5 min就能形成1 060 mL的地表径流,每100 mL径流中含泥沙高达1.6 g。这一试验结果在长江黄河源区3个不同的河源小流域是一致的。 相似文献
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以三峡库区界垭小流域内不同交通荷载土质道路为研究对象,通过自然降雨观测研究其侵蚀规律和污染物流失特征。研究结果表明,交通荷载大的干道产流率和侵蚀率均高于交通荷载低的支道,对产流率影响显著的因子主要为降雨量,对产沙率影响显著的因子为降雨量、雨强。雨型对污染物的流失特征影响显著,前期集中型降雨下,污染物流失过程线与降雨过程线同步性较好,泥沙、总氮、铵态氮、泥沙结合态磷和溶解态磷均发生了较强的初始冲刷效应;中期集中型降雨下,污染物流失浓度峰值优先于雨强峰值,且氮和磷等初始冲刷强度低于前期集中型降雨,泥沙无初始冲刷效应。 相似文献
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黔中水利枢纽水源工程——平寨水库位于贵州高原三岔河深切峡谷型岩溶区,是保障黔中地区水资源安全的重要水利基础设施。文章采用水文水化学自动监测技术,对前期水文地质基础研究较为薄弱的平寨水库区间流域内的重要支流——三塘地下河系统的水文水化学变化规律进行了研究,在此基础上探讨了深切峡谷型岩溶地下河系统的岩溶发育规律及管道模式。研究结果表明,该地下河系统水化学动态主要受覆被CO2效应、有效降雨稀释效应和径流-排泄通道开放效应三者的控制。在不同时间尺度和大气降水条件下,水化学动态的总体变化特征不同,起主导作用的效应也有所不同。水温在年尺度上呈夏季高冬季低的变化规律,日尺度上呈昼高夜低的变化规律。电导率和水中CO2分压的动态变化,年尺度下,在覆被CO2效应与稀释效应的共同作用下总体呈现平水期较高丰水期较低;月尺度下,降雨初期可见明显的覆被CO2效应,降雨后则为有效降雨的稀释效应主控;在旱季无雨条件下的日尺度上,可见由径流-排泄通道的开放效应造成的水化学日动态。径流-排泄通道开放效应的识别,可为今后在岩溶水系统模型化研究中判断岩溶管道的承压状态提供水化学方面的依据。本研究对今后该区开展地表与地下水库联合调度、水资源合理利用研究提供了一定的水文地质基础。 相似文献
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To characterize a runoff pattern of non-point pollutants in relation with different land uses in a watershed, a monitoring activity and field measurements were carried out and data points were recorded during the rainfall events for 2 years. The study area includes industrial, urban, and rural sectors, which can represent a model case for the runoff study. Each sector was monitored with methodology and parameters including partial event mean concentration, first flush effect, mass first flush ratios, and correlation analysis. The Banwol Industrial Outfall No. 4 (4TG), an industrial area, showed a strong first flush effect, indicating that pollutants such as suspended solids, chemical oxygen demand, total nitrogen, and total phosphorus, were discharged at the early stage of a storm. An MFF30 analysis of the runoff revealed a mean pollutant load was over 50 %. In the Ansan Stream, an urban area, a strong first flush effect did not appear; however, the concentrations of pollutants reached a peak some time later during a storm event. Then, the concentrations of pollutants quickly reduced. On the other hand, Jangjunbo and Munsan Stream, rural areas, did not exhibit the first flush effects, and when considering the value of MFF30, 30 % or fewer pollutants on average were discharged at the initial stage of a storm. This means most of pollutants were streamed out at the later time of a storm event. The monitoring results found that the runoff characteristics of non-point pollutants in industrial, urban, and rural areas were distinctly different and site-specific. Therefore, each watershed management plan should be prepared to meet its own characteristics. Also, this kind of data can be an important base in designing and sizing a regional wastewater treatment facility to treat pollutants from a contaminated watershed. 相似文献
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This study aimed at investigating the first flush phenomenon from residential, commercial and industrial catchments. Stormwater was grab sampled and the flow rate was measured during 52 storm events. The dimensionless cumulative pollutant mass and runoff volume were used to determine the runoff volume needed to transport 50 and 80 % of total pollutant mass. Almost all the constituents did not satisfy this first flush definition except for total suspended solids (TSS) in the commercial catchment. The averages first runoff volume required to remove 50 and 80 % of the total pollutant mass were 37 and 67, 35 and 65, and 36 and 64 % for the residential, commercial and industrial catchments, respectively. It seemed that less runoff is required to transport the same amount of pollutant loadings in tropical urban catchments than in temperate regions. BOD, COD, NH3-N, SRP and TP consistently showed strong first flush effects in all catchments. The first flush strengths of TSS, BOD, COD, NH3-N and TP in the commercial catchment were strongly correlated with total rainfall, rainfall duration, max 5 min intensity, runoff volume and peak flow, but not with antecedent dry days. Management of the first 10 mm runoff depth would be able to capture about half of the total pollutant mass in stormwater runoff that would otherwise goes to drains. 相似文献
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D. Allen S. Arthur H. Haynes V. Olive 《International Journal of Environmental Science and Technology》2017,14(3):639-652
A key design criterion of sustainable urban drainage systems is to mitigate urban stormwater pollution. Current research defines sustainable urban drainage systems (SuDS) pollutant treatment efficiency through the detention of total suspended solids, urban nutrients and heavy metal pollutants within the system during a design flow event, with research focusing on sand (>2 mm) sediment movement. The impact of multiple rainfall–runoff events on the fine sediment (<2 mm) treatment efficiency of SuDS is not yet well defined, and the temporal movement of detained sediment has not been investigated in detail. The field research presented in this paper addresses this research gap, monitoring ongoing fine sediment transport through a best-practice-designed SuDS network over 12 months through the use of a novel rare earth oxide trace methodology. Through time-stepped monitoring of the fine sediment pollution across three SuDS treatment trains (networks), the following key conclusions have been drawn. (1) That fine sediment becomes re-suspended and re-deposited within SuDS assets and the network as a result of ongoing multiple rainfall–runoff events. (2) That this re-suspension continues for over 52 weeks. (3) That by area, linear wetlands (within the monitored networks) outperform wetland and swale assets in multiple event fine sediment detention. And (4) that multiple event monitoring and analysis of fine sediment within a SuDS network highlights the under-performance of SuDS assets against current design event expectations. 相似文献
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Congguo TANG Congqiang LIU 《中国地球化学学报》2006,25(B08):141-142
The amount of pollution from non-point sources flowing in the streams of the Wujiang River watershed in Guizhou Province, SW China, is estimated by a GIS-based method using rainfall, surface runoff and land use data. A grid of cells, 100 m in size, is laid over the landscape. For each cell, mean annual surface runoff is estimated from rainfall and percent land use, and expected pollutant concentration is estimated from land use. The product of surface runoff and concentration gives expected pollutant loading from that cell. These loadings are accumulated going downstream to give expected annual pollutant loadings in streams and rivers. By dividing these accumulated loadings by the similarly accumulated mean annual surface runoff, the expected pollutant concentration from non-point sources is determined for each location in a stream or river. Observed pollutant concentrations in the watershed are averaged at each sample point and compared to the expected concentrations at the same locations determined from the grid cell model. In general, annual non-point source nutrient loadings in the Wujiang River watershed are seen to be predominantly from the agricultural and meadow areas. 相似文献
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The inherent nonlinear characteristics of the watershed runoff process related to storm magnitude and watershed size are discussed in detail in this study. The first type of nonlinearity is referred to rainfall-runoff dynamic process and the second type is with respect to a Power-law relation between peak discharge and upstream drainage area. The dynamic nonlinearity induced by storm magnitude was first demonstrated by inspecting rainfall-runoff records at three watersheds in Taiwan. Then the derivation of the watershed unit hydrograph (UH) using two linear hydrological models shows that the peak discharge and time to peak discharge that characterize the shape of UH vary event-to-event. Hence, the intention of deriving a unique and universal UH for all rainfall-runoff simulation cases is questionable. In contrast, the UHs by the other two adopted nonlinear hydrological models were responsive to rainfall intensity without relying on linear proportion principle, and are excellent in presenting dynamic nonlinearity. Based on the two-segment regression, the scaling nonlinearity between peak discharge and drainage area was investigated by analyzing the variation of Power-law exponent. The results demonstrate that the scaling nonlinearity is particularly significant for a watershed having larger area and subjecting to a small-size of storm. For three study watersheds, a large tributary that contributes relatively great drainage area or inflow is found to cause a transition break in scaling relationship and convert the scaling relationship from linearity to nonlinearity. 相似文献
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开展不同海绵设施在中国长三角气候模式下的水文效益研究, 对增强城市应对内涝能力从而提高城市对变化环境的适应性具有重要科学意义。选择国家首批海绵试点城市镇江海绵基地4种典型海绵设施作为研究案例, 采用径流系数、削减率、削峰率及洪峰流量等指标, 评估场次降雨与海绵设施出流相关性, 分析海绵设施在不同降水量级和降雨雨型下的水文性能, 以及运行时间对海绵设施水文效益的影响。结果表明: ①透水铺装类海绵设施的降雨—径流关系呈单一式; 而绿植类则表现为分段式, 即在场次降水量超过一定临界暴雨量之后关系线发生转折, 其中平均径流系数增加了8.4~38.5倍, 平均削峰率和削减率分别减少了50.4%和44.6%。②暴雨条件下不同海绵设施的产流能力和洪峰流量最大, 对径流总量消减能力及洪峰流量削减能力最弱, 且从暴雨到大雨变化规律比大雨到中雨变化规律更显著。③海绵设施的水文性能受到降雨雨型、平均降雨强度和最大单位降雨强度等因子多重复合影响。除雨水花园外, 其他海绵设施的径流系数对上述影响因子变化最为敏感, 洪峰流量次之, 削减率第3, 削峰率的敏感性显著低于前面三者。④车行透水砖运行1 a后, 其产流能力与洪峰流量分别显著增加1.7~2.1倍和1.9~2.5倍; 径流控制能力显著减弱, 其中消减能力降低了16%。 相似文献
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This paper investigates the effect of rainstorm movement on the peak discharge response (PDR) of drainage networks by comparing it with the corresponding equivalent stationary and uniform rainfall. A synthetic circular watershed is introduced to avoid biases from interaction between catchment geometry and storm orientation. The drainage network of the watershed is simulated by the Gibbsian model to examine the effect of network configuration on the peak response depending on the storm kinematics. This study utilizes two types of the equivalent stationary storm (ESS): the average rainfall intensity over the entire catchment (ESSAV) and the point stationary rainfall intensity (ESSQ) to evaluate the effect of moving rainstorms in terms of the PDR. The results show that there exists an interval in which the same rainfall duration produces higher peak responses for moving storms compared with ESSQ. The augmentation of the peak response by moving rainstorm is dependent on the relative rainstorm speed, size, and direction as well as drainage network configuration of the catchment; especially, the results show that a less efficient network tends to mitigate the effect of rainstorm movement on peak response. In contrast, a more efficient network is more sensitive to storm kinematics and the peak response increases compared with ESS. Therefore, the results in this study imply a potential improvement in urban drainage networks in terms of efficiency as well as safety to moving rainstorms. Also, this study suggests the range of variation in peak flows due to storm kinematics compared with the ESS, which can be a reference to the current design practices. 相似文献