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1.
雨水花园对实际降雨径流的调控效果研究 总被引：1，自引：1，他引：0
基于海绵城市倡导的雨水自然积存、自然渗透、自然净化理念,根据西安地区降雨特征,设计建造了入渗型和防渗型两套雨水花园。2015~2017年对33场次降雨事件径流调控效果进行了监测分析。结果表明:(1)以原状土为填料的防渗型雨水花园设施水量削减率为11.2%~100%(中位数=69.14%);(2)污染物浓度超越概率分析结果显示,径流雨水经过雨水花园系统后,总氮、氨氮、总磷和化学需氧量出流浓度超过地表水环境质量标准Ⅳ类限制的概率,与入流浓度超过地表Ⅳ限制的概率相比,分别降低了58.57%,2.71%,20.57%和29.71%;(3)雨水花园设施场次径流水量削减率与污染物负荷削减率的相关关系在0.857以上;(4)通过监测的场次降雨量及系统进水和出水水质水量,估算的雨水花园系统年径流污染物浓度去除率为11.93%~60.97%,径流污染物年负荷削减率基本在70%以上。 相似文献
2.
Tone M. Muthanna Maria Viklander Nina Gjesdahl Sveinn T. Thorolfsson 《Water, air, and soil pollution》2007,183(1-4):391-402
A bioretention media is a stormwater treatment option designed to reduce peak runoff volumes and improve water quality through soil infiltration and plant mitigation. To investigate the heavy metal removal in a bioretention media in a cold climate setting, a small pilot sized bioretention box was built in Trondheim, Norway. The system was sized using the Prince Georges County bioretention design method from 1993. Three runoff events, created using historical data, were undertaken in April 2005 and then again in August 2005. Both the peak flow reduction and the total volume reduction were significantly lower in April compared to August. Peak flow reduction was 13% in April versus 26% in August and the total volume reduction was 13% in April versus 25% in August. Metal retention was good for both seasons with 90% mass reduction of zinc, 82% mass reduction of lead and 72% mass reduction of copper. Plant uptake of metals was documented between 2 to 7%; however adsorption and mechanical filtration through the mulch and soil column were the most dominant metal retention processes. The metal retention was independent of the selected hydraulic loading rates (equivalent to 1.4–7.5 mm h?1 precipitation) showing that variable inflow rates during this set of events did not affect the treatment efficiency of the system. 相似文献
3.
[目的]计算住宅小区海绵改造后对降雨径流的调控效益,旨在为海绵城市建设提供技术参考。[方法]结合宁夏回族自治区固原市某住宅小区各低影响开发(low impact development, LID)设施的布设情况,计算不同设计降雨量下LID设施对降雨径流的截蓄量与各LID设施截蓄容积的利用率;再结合固原市2004—2014年的降雨资料,计算出该小区年均降雨径流总截蓄量与各LID措施对降雨径流的截蓄量。基于计算出的小区LID设施对降雨径流的截蓄数据,结合资源环境经济学原理,计算小区降雨径流年调控效益、单方降雨径流调控效益与各LID措施年均降雨径流调控效益。[结果]小区海绵改建后,年均降雨径流调蓄量增加11 568 m~3,产生的效益为111 302元/a,单方降雨径流调控效益为9.62元/m~3;各LID设施年均效益分别为:雨水花园45 273元/a,下沉式绿地27 103元/a,雨水桶6 654元/a,雨水池32 272元/a。[结论]住宅小区海绵改建能够有效控制小区降雨径流的外排量,提高小区年径流总量控制率,具有明显的经济、环境和社会效益。 相似文献
4.
Björn Kluge Arvid Markert Michael Facklam Harald Sommer Mathias Kaiser Matthias Pallasch Gerd Wessolek 《Journal of Soils and Sediments》2018,18(2):431-441
Purpose
Stormwater bioretention systems are widely used to treat diffuse infiltration of runoff from paved surfaces and roofs. Substantial questions remain about the hydraulic performance and the accumulation of pollutants in systems over the long term. Data of metal accumulation of systems with operational times >10 years currently is limited. This study deals with the accumulation of metals in a variety of long-term operational bioretention systems (11–22 years) to derive further operation recommendations for the water authorities.Materials and methods
The hydraulic conductivity of the bioretention systems in field was measured using a double ring infiltrometer. Media soil samples from 22 diverse designed systems were collected across the surface and at intervals up to a depth of 65 cm to determine the spatial accumulation of Zn, Cu, Pb and Cd. Leaching experiments of selected bioretention media soils were derived to assess the metal leachability by water.Results and discussion
The hydraulic performance of most bioretention systems still met the technical guidelines of Germany even after long-term operation. Considerable metal accumulation occurred in the topsoil (0–20 cm). Median concentrations of all metals are highest at the soil surface (0–10 cm), decreasing with increasing depth. High concentrations were determined at the inflow points of the runoff waters, whereas concentrations at more than 1.5 m distance from the inflow were only slightly increased compared to the initial soil concentrations. Leachability tests have shown that most of the metals deposited in bioretention soils are only slightly water soluble. No concentrations exceeding the threshold values of the German Soil Contamination Ordinance for the pathway soil to groundwater could be determined.Conclusions
The hydraulic conductivity of the bioretention systems is given even well after long-term operation. Most of the metal accumulation is concentrated in the top 20 cm; concentrations decrease rapidly and mostly reach background/initial concentrations after depths of 30 cm. The water-soluble metals are all below the trigger values of the German Soil Act. This underlines the strong retention capacity of long-term bioretention systems after long-term operational times.5.
湘中低山丘陵区坡面产流输沙对降雨、土壤类型及水保措施的综合响应特征 总被引：2，自引：4，他引：2
针对湘中低山丘陵区地形地貌条件多样、水土流失影响机制复杂的问题,选取湖南省中部井头(黄壤)、秋波(紫色土)以及莲荷(红壤)3个径流场不同水土保持措施径流小区,综合探究湘中丘陵区不同土壤类型、水土保持措施以及侵蚀性雨型等因子对坡面产流输沙规律的影响特征。结果表明:在年降水量相近的条件下,年径流深和年侵蚀量均为红壤紫色土黄壤;各水保措施小区的减流效益较差,但其减沙效益较好,以黄壤草地措施、紫色土水保林以及红壤经果林和草地措施减沙效益较为明显,年侵蚀减沙率分别达87.89%,55.88%,37.99%和41.07%;大雨强、短历时、低雨量、高频率的降雨占各小区侵蚀降雨场次的比例均在50%以上,该类降雨也是黄壤和红壤各小区坡面产流输沙以及紫色土各小区产流的主导雨型。中雨强、长历时、高雨量、低频率降雨是引起各小区单次降雨径流泥沙流失量最大的雨型。研究结果对完善水土流失的相关理论和规律具有重要的意义,对区域水土保持工作的开展提供了重要的指导作用和理论价值。 相似文献
6.
Daniel N. Subramaniam T. Logeswaran V. Tharshikka B. Nilakshan 《Water, air, and soil pollution》2018,229(9):302
Stormwater biofilters manage quantity and quality of urban stormwater runoff. Particulate solids from natural and anthropogenic sources accumulate on paved surfaces and eventually reach receiving waters. Retention of suspended solids in stormwater management systems ensures the quality of stormwater runoff to water resources. Stormwater biofilters are similar in most of design parameters to sand filters employed in water treatment systems. The understanding and design of stormwater biofilters are often based on generic models of sand filters. Unlike water treatment sand filters, which are continuously fed, stormwater biofilters operate intermittently with spontaneously alternating wetting and drying cycles. This results in dynamic pollutant removal pattern that employs different mechanisms during and across rainfall events. As such, pilot scale biofilter columns fabricated with a layer of organic material were operated. Removal of suspended solids was very dynamic, where impact of age of filter, antecedent dry days, and inflow quality varied during and across events. Flush of retained solids and filter material occurred during the stabilisation period during each event while very high removal percentages (more than 90%) were observed after stabilisation, during an event. Clogging was not observed due to re-entrainment, re-distribution, and flush of retained solids during intermittent wetting and drying cycles. 相似文献
7.
Rain gardens have been recommended as a best management practice to treat stormwater runoff. However, no published field performance data existed on pollutant removal capabilities. Replicated rain gardens were constructed in Haddam, CT, to capture shingled-roof runoff. The gardens were sized to store the first 2.54 cm (1 inch) of runoff. Influent, overflow and percolate flow were measured using tipping buckets and sampled passively. Precipitation was also measured and sampled for quality. All weekly composite water samples were analyzed for total phosphorus (TP), total Kjeldahl nitrogen (TKN), ammonia-nitrogen (NH3-N), and nitrite+nitrate-nitrogen (NO3-N). Monthly composite samples were analyzed for copper (Cu), lead (Pb) and zinc (Zn). Redox potential was measured using platinum electrodes. Poor treatment of NO3-N, TKN, organic-N, and TP in roof runoff was observed. Many Cu, Pb and Zn samples were below detection limit, so statistical analysis was not performed on these pollutants. The only pollutants significantly lower in the effluent than in the influent were NH3-N in both gardens and total-N in one garden. The design used for these rain gardens worked well for overall flow retention, but had little impact pollutant concentrations in percolate. These results suggest that if an underdrain is not connected to the stormwater system, high flow and pollutant retention could be achieved with the 2.54 cm design method. 相似文献
8.
Differential hydrological response of biological topsoil crusts along a rainfall gradient in a sandy arid area: Northern Negev desert,Israel 总被引：1，自引：0，他引：1
Drylands are regarded as highly sensitive to climatic change. The putative positive relationship between average annual rainfall and runoff, assumed for areas between 100 and 300 mm ignores the fact that climatic change in drylands is not limited to climatic factors alone, but is often accompanied by a parallel change in surface properties. Data on rainfall, runoff and soil moisture regime were collected at five monitoring sites in a sandy area, along a rainfall gradient from 86 to 160 mm. Despite the uniform sandy substratum the frequency and magnitude of runoff declined with increasing annual rainfall. Under wetter conditions a thick topsoil biological crust develops. This crust is able to absorb and retain large rain amounts, limiting the depth to which water can penetrate, and therefore water availability for the perennial vegetation. In the drier area, the thin crust can absorb only limited rain amounts, resulting in surface runoff and deeper water infiltration at run-on areas. Our findings demonstrate the important role played by different types of biological soil crusts along the rainfall gradient considered, and question the generally held belief that higher rainfall necessarily leads to deeper water infiltration in sandy arid areas; and higher water availability for the perennial vegetation. 相似文献
9.
为了研究弱透水性下垫面降雨径流污染物的输移特性,选择兰州市作为典型城市,基于其降雨分布特点和面源污染特点提出了弱透水性下垫面径流污染物输移模型。通过对大学校园内屋面、路面及其他弱透水性下垫面组合形式下的天然降雨径流取样检测,分析了浊度,CODcr,TN和TP等主要污染物浓度随时间的变化规律及污染物相关性研究,同时运用模型计算径流污染物初期负荷率。结果表明:校园弱透水性下垫面,降雨径流历时10～20 min各污染物浓度达到峰值。径流历时30 min内,降雨径流浊度,CODcr,TN和TP的污染物负荷率可达到65%～85%。在中小降雨条件下,降雨径流过程中各污染物显著相关,径流污染物输移模型的适用性较好。 相似文献
10.
天然降雨下川中丘陵区不同年限植物篱水土保持效用 总被引：3，自引：1，他引：2
通过对遂宁水土保持试验站内不同坡度(10°和15°)植物篱小区及对应对照小区为期7年的水土流失定位观测,探究了天然降雨条件下香根草植物篱和新银合欢植物篱在其生长年限增长过程中对紫色土坡耕地水土流失的影响。结果表明:(1)当植物篱开始发挥其水土保持作用时,减流率(年均)达10.5%～20.0%,减沙率(年均)达53.5%～54.5%,减流作用随年限增长波动较大,减沙作用逐渐趋稳;(2)10°香根草植物篱水土保持效果最优,其减流和减沙作用均在生长年限为1年时开始发挥,10°新银合欢植物篱次之,其减沙作用较减流作用提前约1年凸显,15°香根草植物篱最弱,其布设小区多数次降雨减流率均明显低于10°植物篱小区;(3)总体上植物篱能够降低坡度对坡耕地水土流失的加剧作用,其中径流流失减少28.9%,泥沙流失减少11.3%,并削弱降雨量与径流泥沙的相关程度;(4)平均径流系数和降雨引发泥沙量随植物篱年限增长逐渐趋稳,其中10°小区香根草植物篱和新银合欢植物篱对特大暴雨(12 h降水总量140.0 mm)和大暴雨(12 h降水总量为70～140 mm)下产生的径流系数消减明显,达15.0%～34.4%,各植物篱对所有降雨等级平均单位降雨所产生泥沙量均有明显消减作用,达34.1%～48.5%。 相似文献
11.
基于典型年法的海绵城市建设控制指标研究 总被引：4，自引：2，他引：2
[目的]探讨海绵城市控制指标年径流总量控制率的确定方法,为海绵城市建设控制指标的合理确定提供新的思路。[方法]结合中国目前海绵城市建设相关规范及研究成果,分析关于年径流总量控制目标确定方法的合理性。以合肥市为例,分别采用长序列法、典型年法、外排径流系数法、逐日水量平衡法对相关问题进行研究,探讨不同年径流总量控制率对外排径流系数的影响及不同规模雨水调蓄设施的实际控制效果。[结果]提出控制指标的典型年计算法,并总结了外排径流系数随年径流总量控制率变大不能无限减小的规律,提出采用雨水利用有效容积这一指标来校核年径流总量控制率提高的适宜范围。[结论]典型年计算方法与雨水系统设计重现期相对应。结合对实际雨水总量控制率的研究,可为海绵城市建设中径流总量控制目标的确定提供新的思路。 相似文献
12.
黄土高原水土流失综合治理是以强化降雨入渗,减少地表径流,阻止土壤侵蚀为目的。因此,治理区降雨入渗量的大小是衡量水土流失治理效果的关键指标之一。目前入渗量的计算多利用年总降雨量,由于在黄土地区小雨量或小强度的降雨具有与水土流失治理的零相关性,因而会导致对水土流失综合治理强化入渗作用估计的较大误差。提出用1a中产生径流的次降雨总量(产流降雨总量)计算入渗量。以西川河流域为例,采用1997—2001年的降雨径流资料,分别用年降雨总量与产流降雨总量推求降雨入渗系数,对比分析了入渗量随流域水土流失治理度的变化,结果表明:利用产流降雨总量能比较清晰地反映流域治理程度对降雨入渗的影响。在此基础上,采用GM(1,1)灰色动态模型预测西川河流域降雨入渗量随水土流失治理度的变化趋势。结果表明,GM(1,1)灰色模型能够合理地预测黄土高原水土保持措施对自然流域入渗量影响的变化趋势。 相似文献
13.
[目的]分析植草沟对北京城市道路径流的水量和水质的调控效应,为北京市雨洪管理提供参考。[方法]实地建立植草沟,并根据北京市多年降雨资料和主干道路径流水质2010—2012年的监测结果设置径流水量和水质。[结果](1)降雨历时短,降雨强度低时植草沟的调控水量的功能明显。在降雨历时为3h,降雨重现期为0.33a时,50m2的植草沟可削减50m2沥青道路上产生的66%的径流量,降雨强度相对降雨历时来说对植草沟传输入渗的影响更大。(2)植草沟对水质污染物有一定的去除效果,但达不到完全净化。建设的植草沟能够削减径流中的氨氮达20%,总磷达35%,COD达22%。(3)植被覆盖度能影响植草沟的调控能力。植被覆盖度增加60%,植草沟对0.33年重现期降雨1h的雨量入渗率提高了8%。(4)若建立与北京市城六区道路等长度、宽2m的植草沟,对1a,2a重现期24h降雨形成的道路径流削减率分别为96.3%和56.0%,但对50a极端降雨道路径流量的削减率仅为13.0%。[结论]植草沟对北京市道路地表径流具有一定的调蓄洪峰流量,延缓产流时间,减少径流污染的作用,但无法单独作为有效控制城市道路地表径流水量的管理措施。 相似文献
14.
黄土高原北部水蚀风蚀交错区产流条件及径流系数 总被引：1，自引：0，他引：1
为了揭示黄土高原北部水蚀风蚀交错区的产流机制并推求径流系数,为该地区地表水资源的深入研究提供基础数据,选取具有黄土高原北部水蚀风蚀交错区典型气象与水文特征的六道沟流域为研究区。通过分析实测水文数据,从机制上分别研究了试验流域在表层土壤（5—10 cm）达到饱和及不饱和条件下的产流过程,在长历时低强度降雨条件下,产流的必要条件是表层土壤达到饱和且雨强≥0.12 mm/min;在短历时高强度降雨条件下,表层土壤未达到饱和状态时,产流的必要条件是降雨强度≥0.52 mm/min;径流系数与平均降雨强度之间存在着显著的正相关关系;以运动波理论的基础方程式结合GIS技术开发了适用于试验流域的分布式降雨—径流数值模型,模型的误差<3%;基于2005—2009年（5 a）的降雨—径流数值计算,得到试验流域在这5 a的平均径流系数为0.11,从而推求出多年平均径流系数为0.10～0.15。 相似文献
15.
Low Impact Development Practices: A Review of Current Research and Recommendations for Future Directions 总被引：4，自引：0，他引：4
Michael E. Dietz 《Water, air, and soil pollution》2007,186(1-4):351-363
The low impact development (LID) approach has been recommended as an alternative to traditional stormwater design. Research on individual LID practices such as bioretention, pervious pavements, and grassed swales has increased in recent years. Bioretention cells have been effective in retaining large volumes of runoff and pollutants on site, and consistently reduced concentrations of certain pollutants such as metals. However, retention of certain pollutants such as nitrate–nitrogen and phosphorus has been problematic. Porous pavements have been extremely effective in infiltrating stormwater runoff. Concerns have been raised about groundwater contamination, but research has shown that this is not a problem in most settings. Green roofs have been found to retain a large percentage of rainfall (63% on average) in a variety of climates. A common thread across bioretention, green roofs and grassed swales was found: the export of phosphorus. The issue appears to be linked to high phosphorus levels in the soil media, or possibly to fertilization of turf or planted areas. Solutions to this problem have been recommended. Contrary to popular belief, research has shown that bioretention and pervious pavements continue to infiltrate even with frost in the ground. Although issues have been identified with retention of certain pollutants, the LID approach has been found to result in increased retention of stormwater and pollutants on site, mimicking pre-development hydrologic function. Future research needs have also been identified. 相似文献
16.
基于对广东珠海城区暴雨径流污染的监测,引用SCS模型对城区暴雨径流污染负荷进行估算并分析评价。结果表明,珠海城区暴雨产流年平均1529.2mm,其中以交通主干道和商业区径流量最大。暴雨径流污染物浓度水平较高,T—N,T—P,COD_(Cr)和BOD_5负荷总量分别为765.27,74.06,11 958.94和1104.71t,其中COD_(Cr)负荷为工业点源污染的72.32％,占珠海非点源污染总负荷的24.69％。暴雨径流在雨后短时间内会使受纳水体的水质迅速恶化。因此,珠海城区暴雨径流对水环境的威胁较大。 相似文献
17.
在整理、分析黄土高原西峰等水土保持试验站径流、泥沙观测资料的基础上,研究了该地区水平梯田的蓄水保土效益。结果表明:其效益的平均值为867%和877%,但差异悬殊,主要是受暴雨、大暴雨质量的影响。次降雨综合参数PI、汛期降雨量和年产流降雨量分别小于200mm2/min、350mm和125mm时,蓄水保土效益均为100%,大于这些数值时,效益降低,两者呈负相关;同时,梯田的质量也影响蓄水保土效益。 相似文献
18.
岩溶槽谷区不同土地利用方式下的坡地产流产沙规律 总被引：2，自引：1，他引：1
[目的]研究岩溶槽谷区坡地产流产沙规律,为槽谷区坡面水土流失防治提供理论基础。[方法]基于重庆市北碚区中梁山岩溶槽谷区径流小区,探讨了土地利用类型(耕地、林地、果园和竹林地)、降雨等级、降雨特征对坡地产流产沙的影响。[结果]①不同土地利用方式的径流小区坡地总产流量为:耕地(3534.64 L)>果园地(3150.60 L)>竹林地(2347.75 L)>林地(1957.41 L);径流系数(3.12%~5.70%)远低于非岩溶区(约20%);地表产沙量耕地(3.37 kg)>果园地(2.60 kg)>林地(1.60 kg)>竹林地(1.43 kg);②虽然暴雨占总降雨场次的1.53%,但产流量占年产量的42.28%,产沙量占年总产沙量的33.42%。中雨占年产流总量的16.61%,产沙量占年总产沙量的20.47%,但是由于中雨的降雨次数多,其造成的泥沙流失也不可忽视。③降雨量对不同土地利用方式下的坡面产流的影响最大,是坡面产流的主要影响因素。I30对耕地和果园产沙量的影响最大,降雨量对林地和果园产沙量的影响最大。[结论]在相同的降雨条件下,耕地的产流产沙量最大,果园次之。在坡度一定的条件下,不同等级的降雨是影响产流产沙的主要因素,因此,在安排农事活动时,应尽量避开高强度降雨,减少严重侵蚀事件的发生。 相似文献
19.
R. Lal 《Geoderma》1976,16(5):377-387
The effects of four rates of straw mulching on runoff and soil loss were compared with those of no-tillage treatments under natural rainfall conditions using field runoff plots of 25 × 4 m established at 1, 5, 10 and 15% slopes on the International Institute of Tropical Agriculture (IITA) research site near Ibadan, Nigeria. The four rates of straw mulching were 0, 2, 4 and 6 t/ha. The mean annual runoff was 50, 10, 4 and 2% of the total annual rainfall for mulch rates of 0, 2, 4 and 6 t/ha, respectively. Runoff from unmulched treatments was not related to slope. Runoff loss from no-till treatments was only 2% of the rain received. The mean soil losses for the rainstorms greater than 25 mm were 143, 16, 2 and 0.4 kg/ha per mm of rain received for mulched rates of 0, 2, 4 and 6 t/ha, respectively. The soil loss declined exponentially with increasing mulch rate with exponents ranging from approximately ?0.3 to ?0.7. The soil losses from the no-till plots were equal to those from plots that received mulch at the rate of 6 t/ha. Soil erodibility was significantly influenced by time after clearing, with maximum K reached two to three years after forest removal. The nutrient loss in runoff and eroded soil was significant only for unmulched treatments. The maximum annual loss of NO3-N in runoff was about 15 kg/ha. The maximum annual loss of total N in eroded soil from unmulched plots was about 180 kg/ha, that of P, 5 kg/ha, and that of K, about 14 kg/ha. 相似文献
20.
The catchment of the Kingston Brook has an area of 57 km2, mainly under pasture (56%) and arable crops (36%). Changes of soil water content, measured with a neutron probe from April 1969 to March 1973, were analysed to determine evaporation (summer only) and drainage. From measurements of rainfall and runoff, supplemented by Penman estimates of evaporation (in winter), water storage is estimated month by month. Annual mean values (mm) were: rainfall (559), evaporation (398), runoff (157). During the summer, the measured decrease in soil water storage contributed ca 100 mm to evaporation and drainage and there is evidence of delayed recharge (about 30 mm) during the winter. A linear relation between annual rainfall and annual runoff is interpreted in terms of (i) a fixed catchment storage (125 mm); (ii) a small and nearly constant winter evaporation (ca 49mm); (iii) summer evaporation of 125 mm from storage plus a constant fraction (0.57) of contemporary precipitation. Summer evaporation was restricted by the supply of rain in every year from 1969 to 1976. By estimation, 500 mm of summer rain is needed to maintain potential evaporation, and the deficit at which actual evaporation falls below the potential rate was about 40 mm. Replacing the pasture by cereals would increase runoff by about 10% because of the shorter growing season. 相似文献