Inner city stormwater control using a combination of best management practices

Structural best management practices (BMPs) are now commonplace for stormwater management in new suburban developments; however, their installation in older central areas is limited. Here, the effect of disconnecting impervious areas from a combined sewer in favour of a new open stormwater system is investigated. The site, an inner city suburb of Malmö, Sweden, consists of council offices and apartment blocks separated by courtyards, roads and parking places. The BMPs range from green-roofs and open channels to detention ponds and their choice, size and location was dictated by cost, available land, safety and public expectations. The system was assessed by comparing synthetic hydrographs for the 1/2, 2, 5 and 10-year design-storms assuming wet and dry initial conditions. Direct runoff was simulated using the time–area method; and routing through the BMPs using PondPack. As the BMPs are in series, the outflow of one BMP became part of the inflow to the next in the system. Additionally, the water balance for the year 2001–2002 was investigated. It was found that the green-roofs are effective at lowering the total runoff from Augustenborg and that the ponds should successfully attenuate storm peak flows for even the 10-year rainfall.     

Effects of vegetation on flow through free water surface wetlands

The one-dimensional Saint-Venant equations are modified to account for stem drag and volumetric displacement effects of dense emergent plants on free surface flow. The modified equations are solved with an implicit finite difference method to give velocities and depths for shallow flows through a vegetated wetland channel. Estimated flow profiles are used to investigate how vegetation density, downstream boundaries and aspect ratio affect detention time, an important parameter in determining nutrient and pollutant removal efficiencies of wetlands constructed to treat wastewater. Results show that free water surface wetlands may exhibit static, neutral or dynamic behavior. Under static conditions, the wetland behaves like a pond in which displacement effects caused by submerged plant mass invariably decrease detention times. Under dynamic conditions, stem drag induced by aquatic plants predominates and wetland detention times increase with vegetation density. These opposing responses are separated by a narrow neutral condition where the presence of vegetation has virtually no net effect on detention time. For a given flow rate and surface area, detention times and hence treatment efficiencies in vegetated free water surface wetlands can be managed to some degree by adjusting the downstream control or by changing the aspect ratio.     

Effects of urban runoff from a detention pond on water quality,temperature and caged Gammarus minus (Say) (Amphipoda) in a headwater stream

Thompson Run, a headwater stream in central Pennsylvania (U.S.A.), supports an impaired macroinvertebrate community downstream of the outlet of a detention pond that receives urban runoff. To determine if toxicity from the metals or other pollutants in urban runoff contributed to impairment, we exposed adult, male Gammarus minus to urban runoff during a 42-day in situ bioassay that included 12 rain events. Test animals were collected from a site upstream of the detention pond outlet using two methods: precopula pair separation and sieving. Water quality, temperature and tissue metal concentrations were measured during the bioassay. The survival of precopula G. minus was lower (p=0.048) at a site downstream of the detention pond outlet compared to a site upstream of it, but the survival of sieved G. minus was not different between sites (p=0.803). Large hourly increases in temperature (up to 6.6 °C) and major reductions in water quality including order of magnitude increases in suspended materials (measured as turbidity) and the concentrations of copper, zinc and lead occurred downstream of the detention pond outlet during stormflow (i.e. following rain events). In contrast, changes in temperature and water quality were minor upstream of the pond outlet throughout the bioassay. Copper and cadmium concentrations in leaf samples and copper, zinc and lead concentrations in G. minus samples were significantly higher downstream of the pond outlet than they were upstream of it. Despite harsh conditions downstream of the pond outlet (i.e. metal contamination, inputs of suspended materials and rapid temperature increases), the in situ bioassay did not convincingly demonstrate that urban runoff was toxic to adult, male G. minus.     

黄土丘陵沟壑区典型流域土地利用/土地覆被变化水文动态响应

以黄土高原第三副区桥子东、西沟流域为例,分析了土地利用／土地覆被变化的水文动态响应。研究结果表明：土地利用／土地覆被对年径流有显著影响,治理流域较未治理流域在丰水年、平水年和枯水年的径流系数分别减少约50％、85％和90％;流域土地利用后期（1995～2004年）较前期（1986～1994年）多年平均径流系数下降73．6％,且随降雨增多,土地利用与植被变化对径流的响应增强。土地利用／土地覆被变化对径流量的影响具有季节性特征,治理与非治理流域多年平均最大月径流系数减少时期与流域最大地表覆盖期具有一致性,即5月份径流系数减少值最大;同一降水条件下流域两期土地利用的产流量仅在生长季具有明显的差异。流域洪水径流量与场降雨量和30min最大雨强有较好的相关关系,场降雨量与30min雨强对治理流域洪水流量的影响要强于非治理流域;暴雨在达到一定强度后,对比流域的洪峰流量差异减小,即森林植被对洪水的影响减弱。经洪水频率分析,认为流域前后两期土地利用若具有相同频率的降雨强度,则一定频率范围内洪峰流量对土地利用与植被变化产生明显响应。     

社区尺度绿色基础设施暴雨径流消减模拟研究

当前快速的城市化进程导致了城市地区内涝事件频繁发生。绿色基础设施是减轻城市洪涝的有效措施之一。SWMM(Storm Water Management Model)等模型的复杂性使得规划管理者对模型的操作和应用存在困难,而且缺乏对绿色基础设施径流消减机制的展现。目前的研究中,比较单个与综合绿色基础设施配置径流消减效果的研究相对较少。基于水量平衡和城市水文过程,开发了社区尺度绿色基础设施消减作用的暴雨径流模型,并以北京市一典型社区为例,模拟研究了一年一遇和五年一遇两种暴雨条件下不同绿色基础设施配置对暴雨径流流量和峰值的消减效率。结果表明:用两场野外监测的降雨和径流数据验证模型得到的决定系数分别为0.68和0.71,纳什效率系数分别达到0.99和0.96,表明模型是可靠的。在一年一遇和五年一遇两种暴雨条件下,将常规绿地改造成5 cm深度的下凹式绿地,径流量分别减少了8.23%和23.30%,径流峰值分别减少了20.31%和29.11%;在建造300 m3调蓄池的情景下,径流量分别减少了84.90%和20.97%,径流峰值分别减少了88.99%和0.10%;在50%的不透水地表铺装透水砖情景下,径流量分别减少了46.51%和38.52%,径流峰值分别减少了39.96%和35.48%。3种绿色基础设施都可以较好的消减社区暴雨径流,但是随着暴雨强度的增强,下凹式绿地的消减效果略增强,调蓄池的消减效果变差,透水砖铺装的消减效果较稳定。综合3种措施对暴雨径流具有显著消减效果,可以100%消减一年一遇暴雨产生的径流,在五年一遇设计暴雨条件下,分别消减75.47%的总径流量和64.52%的径流峰值。     

Ecological engineering in a new town development: Drainage design in The Woodlands,Texas

This paper presents a comparative study of two different drainage designs in a 10,930-ha new town development of The Woodlands, Texas. Open surface drainage by shallow grassed swales was used in the first two subdivisions that were developed with ecological approaches. Open surface drainage mimics the natural flow regime and is regarded to mitigate development impacts on watershed. In other later subdivisions, the drainage design shifted back to a conventional stormwater drainage system, that is, curb and gutter, drop inlet, and underground piping, known to concentrate stormwater and lead to downstream flooding. The objective of this study is to compare The Woodlands’ two drainage systems on their correlation with downstream floods. Two sub-watersheds within The Woodlands that used different drainage designs were compared. U.S. Geological Survey stream data from the gauge station at the outlet of each sub-watershed were used for analysis. Geographic Information System was used to quantify the development conditions. Correlation analysis was performed using measured precipitation and streamflow data. Results show that open drainage watershed generated less storm runoff than the conventional drainage watershed, given the similar impervious area in both watersheds. Furthermore, the open surface drainage watershed responded to rainfall in a way similar to its predevelopment natural forest conditions, indicating effective flood mitigation post development. In contrast, in the conventional drainage watershed, the precipitation–streamflow correlations increased enormously after development. The open drainage system presents an advantage over the conventional drainage one in mitigating flood problems in urban development.     

山美水库氮营养盐滞留特征及其影响因素的多时间尺度分析

水库对氮营养盐的滞留效应对水体富营养化防控有重要影响,为揭示不同时间尺度下水库氮营养盐的滞留特征及影响因素的差异,通过构建山美水库流域生态动力学模型,在统计水库氮滞留量和滞留率的基础上,从年、月、日不同时间尺度对氮营养盐的滞留效应进行分析;并通过多元线性相关分析,对入库流量、出入库流量比、水力滞留时间、流速、温度5种因素的影响进行研究.结果表明: 不同时间尺度下山美水库的氮滞留过程均呈现波动特征.在年尺度上,水库主要呈现正滞留效应,是流域重要的氮汇;在月尺度上,氮滞留呈现丰枯期变化特征,水库在源和汇的角色上发生转变;在日尺度上,枯水年氮滞留过程波动剧烈,滞留率在-300%～100%之间变化.不同时间尺度下,出入库流量比、流速因子均是影响水库氮滞留的重要因素;随着时间尺度的降低,入库流量和温度因子对氮滞留的影响程度有所增强;水力滞留时间对氮滞留的影响程度则随时间尺度变化而有正负差异.     

濂水流域降雨变化和景观格局演变的径流效应

降雨和景观格局是影响流域径流过程的两大主要因素,开展二者的径流效应研究对流域水资源管理、生态建设等具有重要意义。本研究以赣南红壤丘陵区的濂水流域为对象,基于1958—2020年的降雨、径流和土地利用数据,分析降雨、景观格局和径流的变化特征,以及降雨、景观格局与年径流、洪枯径流的关系。结果表明: 研究期间,流域年降雨量、年径流量、年最大1 d径流量均呈非显著下降趋势,年最小1 d径流量呈非显著上升趋势且年际变化幅度最大;有林地为流域内占比最高的景观类型,其他林地的变化最剧烈;景观水平上,流域的Shannon多样性指数、Shannon均匀度指数、斑块密度、景观形状指数分别由1980年的1.125、0.541、0.667、16.925上升至2020年的1.348、0.614、0.731、18.172,景观蔓延度指数由1980年的68.237下降至2020年的64.293,流域整体景观多样性、破碎化程度、形状复杂程度提高,空间分布趋于均匀,连通性降低。降雨量与年径流、洪水径流、枯水径流的相关系数分别为0.907、0.594、0.558;类型水平上,耕地减少对年径流、洪枯径流的影响均较大,而景观水平上的整体变化促进了年径流和洪水径流减少、枯水径流增加。降雨变化和景观格局演变对年径流、洪水径流和枯水径流变化的贡献率分别为17.8%、82.2%,1.5%、98.5%和-8.8%、108.8%。研究成果可为流域景观格局配置、水土流失综合治理等提供理论参考。     

黄土高原不同植被覆盖对流域水文的影响

以山西省吉县蔡家川流域为对象,研究了植被覆盖类型对流域水文的影响.结果表明:不同植被覆盖的流域年径流系数分别为:林地流域1.6%～2.3%,以农、牧为主的流域3.1%～3.9%;各流域基流系数差异显著,人工林流域为零,次生林为主的流域1.0%～1.5%,以农、牧为主的流域2.5%～2.8%;在雨季人工林流域的径流总量是次生林流域的3.37倍、农地流域的1.9倍,而农地流域的基流量是次生林流域的2.2倍;短历时高强度降雨条件下,人工林流域、次生林流域地表径流量分别是农地流域的10.8倍和2.2倍;在历时较长的暴雨条件下,人工林流域单位面积上的洪峰流量是农地流域的3.4倍,次生林流域的6.9倍;在长历时、大雨量条件下,农地流域的径流量是次生林流域的1.8倍.水平梯田的水源涵养功能与次生林植被相当,次生林植被的水源涵养功能远好于人工植被,在水资源短缺的黄土高原应提倡植被的自然恢复.     

流域非点源氮素流失空间分异特征的多时间尺度分析

流域非点源污染关键源区的定位是控制和治理流域非点源污染的重要问题,为进一步揭示时间尺度对流域非点源氮素流失空间分异特征的影响,通过构建山美水库流域SWAT模型,在对各个子流域的总氮(TN)流失强度进行模拟的基础上,从多年平均、多年月平均、场次暴雨洪水过程等3种时间尺度,对氮素流失的空间分异特征和关键源区进行分析,并通过多元线性相关分析,对自然和人为因素的影响进行研究.结果表明： 不同时间尺度下流域氮素流失空间差异均十分显著,氮素流失空间分异程度以多年月平均最高,场次暴雨洪水过程最低;桃溪亚流域氮素流失量最大,是非点源氮污染关键源区.不同时间尺度下,土地利用类型均是影响流域非点源氮素流失空间分布的主要因素,而降雨、径流等自然因子对氮素流失空间分异的影响仅表现在不施肥月份和部分不施肥场次的暴雨洪水过程,这种规律与土地利用及施肥具有显著空间变化、而降雨径流的空间变异程度低有关.     

高山峡谷地区森林流域分布式降雨-径流模型的构建与验证

根据岷江上游杂谷脑河流域典型的高山峡谷地区主要水文特点,选择通用性较强的水文过程模式,构建高山峡谷地区森林流域分布式降雨-径流过程模型,避免过多复杂的区域性模型参数率定,保证模型在相似地区的可移植性;并选择杂谷脑水文站上游地区进行降雨-径流过程模拟,得到1999年和2000年模拟时段长度为1000 h的两个径流过程,对模拟与实测的径流过程、累积径流量、洪峰流量与峰现时间等进行比较,其拟合效果较好.该模型结构简单,引入的经验参数较少,可推广应用到其它尺度流域.     

Stormwater ponds and biofilters for large urban sites: Modeled arrangements that achieve the phosphorus reduction target for Boston's Charles River, USA

Urban rivers daily receive tons of phosphorus and other pollutants from stormwater generated by impervious surfaces. Constructed detention ponds and biofiltration cells (biofilters) are often effective for localized stormwater treatment, yet less is known about their effectiveness for large built areas. Our goals were to assess stormwater phosphorus-removal relative to total percent cover, number, size, and configuration of detention ponds and biofilters. Two approximately 200-ac. (80 ha) industrial and institutional sites near Boston's Charles River containing diverse smaller drainages, land uses, and runoff sources were analyzed. Using the model WinSLAMM, P-reduction percents were calculated and compared for detention ponds (1-40 per site; covering 5-15% of their drainage areas) and biofilters (two sizes, with and without underdrains; ∼900-4300 per site; 5-10% cover). The government's proposed TMDL target of 65% P-reduction was only achieved with designs that treated 100% of urban land with a pond or biofilter. The 65% target was met by a single pond covering 5% of the site and by several multi-pond or biofilter arrangements with coverage ranging from 5% to 10%. A stringent water quality goal of 75% P-reduction was also attained with certain consolidated and dispersed pond and biofilter designs. Configuration of treatment landscapes appeared to be more important than total treatment area. Results were generally similar for the large institutional and industrial sites. Stormwater P-reduction goals can be creatively met with diverse, realistic land allocations for ponds and biofilters, which also provide enhanced aesthetics, recreation opportunities, and other benefits beyond water quality.     

Total mercury and methylmercury dynamics in upland–peatland watersheds during snowmelt

Wetlands, and peatlands in particular, are important sources of methylmercury (MeHg) to susceptible downstream ecosystems and organisms, but very little work has addressed MeHg production and export from peatland-dominated watersheds during the spring snowmelt. Through intensive sampling, hydrograph separation, and mass balance, this study investigated the total mercury (THg) and MeHg fluxes from two upland–peatland watersheds in Minnesota, USA during the 2005 spring snowmelt and proportionally attributed these fluxes to either peatland runoff or upland runoff. Between 26% and 39% of the annual THg flux and 22–23% of the annual MeHg flux occurred during the 12-days snowmelt study period, demonstrating the importance of large hydrological inputs to the annual mercury flux from these watersheds. Upland and peatland runoff were both important sources of THg in watershed export. In contrast to other research, our data show that peatland pore waters were the principal source of MeHg to watershed export during snowmelt. Thus, despite cold and mostly frozen surface conditions during the snowmelt period, peatland pore waters continued to be an important source of MeHg to downstream ecosystems.     

流域土地利用变化对不同重现期洪水的影响——以奉化江皎口水库流域为例

土地利用变化对流域洪水过程产生显著影响,并导致设计洪水发生变化。为进一步指导流域防洪及水库洪水设计,以浙东沿海奉化江皎口水库流域为例,应用HEC-HMS水文模型模拟分析土地利用/覆被变化(LUCC)对不同重现期暴雨洪水事件的影响。结果表明,流域内1985—2003年土地利用变化引起不同重现期洪水过程与洪水量级发生改变,其中,洪量和洪峰均增加,洪量较洪峰变化明显。LUCC对小洪水过程影响更明显,5年一遇以上洪水的洪峰和洪量分别平均增加3%和7.6%,而小于2年一遇洪水的洪峰和洪量分别平均增加5.41%和11.91%。同时,LUCC使100年、50年和25年一遇洪水重现期分别提前了15、6a和2a,即其对量级最高的特大洪水的重现期影响最大。此外,不同的土地利用转变方式对洪水的影响程度不一,其中,林地向裸地转变对洪水影响最大,林地向灌草地转变次之,林地向耕地变化对洪水影响最小,且这种差异性在低重现期洪水表现更明显。     

Effect of vegetation on runoff-sediment yield relationship at different spatial scales in hilly areas of the Loess Plateau, North China

Whether vegetation reduces soil loss by reducing runoff volume or rather by changing runoff-sediment yield relationship has received little attention. Base on the observed data from monitoring stations and the published data from other research, this issue is addressed at different scales in hilly areas of the Loess Plateau, North China. At the plot scale, vegetation helps reduce soil loss not only by reducing runoff volume, but also by changing the runoff-sediment yield relationship, resulting that the sediment-reduction rate is higher than the runoff-reduction rate. At the watershed scale, gully erosion and mass wasting process are dominant. Vegetation measures are insufficient to control local mass movement, implying that sediment availability remains high even after vegetation is established. It is also hard for slope vegetation to change the capacity of the sediment transport system at the watershed scale. Therefore, vegetation cannot change the runoff-sediment yield relationship at the watershed scale. This implies that vegetation reduces sediment yield only by reducing runoff volume and the sediment-reduction rate approximates the runoff-reduction rate at the watershed scale. Other slope measures for soil conservation such as terraces are considered to have the same effect on the runoff-sediment yield relationship as the vegetation. Several case studies involving different spatial scales are presented and confirm this conclusion.     

Effect of vegetation on runoff-sediment yield relationship at different spatial scales in hilly areas of the Loess Plateau, North China

Whether vegetation reduces soil loss by reducing runoff volume or rather by changing runoff-sediment yield relationship has received little attention. Base on the observed data from monitoring stations and the published data from other research, this issue is addressed at different scales in hilly areas of the Loess Plateau, North China. At the plot scale, vegetation helps reduce soil loss not only by reducing runoff volume, but also by changing the runoff-sediment yield relationship, resulting that the sediment-reduction rate is higher than the runoff-reduction rate. At the watershed scale, gully erosion and mass wasting process are dominant. Vegetation measures are insufficient to control local mass movement, implying that sediment availability remains high even after vegetation is established. It is also hard for slope vegetation to change the capacity of the sediment transport system at the watershed scale. Therefore, vegetation cannot change the runoff-sediment yield relationship at the watershed scale. This implies that vegetation reduces sediment yield only by reducing runoff volume and the sediment-reduction rate approximates the runoff-reduction rate at the watershed scale. Other slope measures for soil conservation such as terraces are considered to have the same effect on the runoff-sediment yield relationship as the vegetation. Several case studies involving different spatial scales are presented and confirm this conclusion.     

Flood Detention, Nature Development and Water Quality along the Lowland River Sava, Croatia

The construction or designation of detention areas along lowland rivers is considered along many European rivers. Since Croatia accommodates large detention areas, both natural (e.g., Mokro Polje) and controlled (Lonjsko Polje), it serves as an excellent example for planned detention areas elsewhere in Europe. This modelling study focuses on the controlled detention area of Lonjsko Polje. The flooding characteristics of the area are assessed in combination with the vegetation development and the transport and storage of sediment and phosphorus. Results of the modelling show that it is not so much the intake capacity that determines the flood duration time of a detention area, but the drainage capacity. A too long inundation duration following a flood event is shown to lead to major shifts in the vegetation composition. The results further indicate that about 30% of the sediment and adsorbed phosphorus that enters the detention area during an extreme (1:100 years) flood is retained within the area; this is about 10% of the total sediment and adsorbed phosphorus load of the Sava. Results of this study can be used to properly design and manage detention areas along lowland rivers.     

Nutrient uptake and release in ponds under long-term and short-term lotus (Nelumbo nucifera) cultivation: Influence of compost application

Uptake and release of nutrients from ponds used for lotus cultivation were measured in ponds under short-term (1 yr) cultivation with compost application (pond I) and under long-term (20 yr) cultivation without compost application (pond II). Total inflow loads of TN (irrigation water, rainfall and compost) during lotus cultivation period in ponds I and II were 72.3 and 34.3 kg ha^?1 182 day^?1, respectively. TN removal rates in ponds I and II were 77.3 and 49.8% of total inflow load, respectively. Major removal mechanisms of TN were attributed to microbial processes and uptake by lotus. The total outflow loads (infiltration and runoff) of TN during the lotus cultivation period were 13.9 kg ha^?1 182 day^?1 (19.2% of total inflow TN load) for pond I, and 11.3 kg ha^?1 182 day^?1 (32.9% of total inflow TN load) for pond II. For TP the total inflow loads (irrigation water, rainfall and compost) during lotus cultivation in ponds I and II were 80.8 and 1.9 kg ha^?1 182 day^?1, respectively. TP removal rates in ponds I and II were 84.9 and ?274.1% of total input, respectively. Phosphorus removal was attributed to lotus uptake and soil adsorption. The total outflow loads (infiltration and runoff) of TP during lotus cultivation period were 10.1 kg ha^?1 182 day^?1 (12.5% of total inflow TP load) for pond I, and 6.6 kg ha^?1 182 day^?1 (355.6% of total inflow TP load) for pond II. TN and TP in runoff from pond I (with compost) was higher than that in pond II (without compost), showing that TN and TP in runoff were strongly influenced by compost addition. Therefore, in order to satisfy established water-quality standards, the amount of compost used in lotus cultivation should be evaluated.     

Case study: design, operation, maintenance and water quality management of sustainable storm water ponds for roof runoff

The purpose of this case study was to optimise design, operation and maintenance guidelines, and to assess the water treatment potential of a storm water pond system after 15 months of operation. The system was based on a combined silt trap, attenuation pond and vegetated infiltration basin. This combination was used as the basis for construction of a roof water runoff system from a single domestic property. United Kingdom Building Research Establishment and Construction Industry Research and Information Association, and German Association for Water, Wastewater and Waste design guidelines were tested. These design guidelines failed because they did not consider local conditions. The infiltration function for the infiltration basin was logarithmic. Algal control techniques were successfully applied, and treatment of rainwater runoff from roofs was found to be largely unnecessary for recycling (e.g., watering plants). However, seasonal and diurnal variations of biochemical oxygen demand, dissolved oxygen and pH were recorded.     

Surface runoff contribution of nitrogen during storm events in a forested watershed

We examined total Kjeldahl nitrogen (TKN) loading to a small forested stream during storm events. We hypothesized that upper soil and litter layers in riparian area are primary source of higher TKN concentrations during storm. A storm water sampling program was carried out to gather requisite flow and water quality data to calibrate and validate water and nutrient components of the Riparian Ecosystem Management Model for TKN. Water quality and storm flow data collected from January 2000 to December 2003 were used to simulate the hydrology and nitrogen transport over a second-order watershed within the Fort Benning Military Installation, Georgia. Intensive sampling conducted from October 2002 to May 2003 provided the necessary data to characterize the rising limb, peak, and recession limb of six major storm events. Simulated runoff and storm TKN loads were compared with their corresponding observed or calculated values. Hydrology and nitrogen data collected from February 21, 2003 to December 31, 2003 were used for the model validation. The hydrology component of the model showed a Nash-Sutcliffe efficiency of 87% for the validation period. The average absolute difference between simulated and calculated TKN loads was 25%. Even though the monthly water budget indicated the dominance of subsurface flow, TKN contribution from direct runoff was significantly greater than that from subsurface flow. On an average, 73% of the observed total TKN load at the watershed outlet was contributed by surface runoff during storm events. The results suggested that the surface runoff during the storm events washed off the nitrogen from the forest floor and transported to the stream.