Coupling PCSWMM and WASP to Evaluate Green Stormwater Infrastructure Impacts to Storm Sediment Loads in an Urban Watershed

We coupled rainfall–runoff and instream water quality models to evaluate total suspended solids (TSS) in Wissahickon Creek, a mid‐sized urban stream near Philadelphia, Pennsylvania. Using stormwater runoff and instream field data, we calibrated the model at a subdaily scale and focused on storm responses. We demonstrate that treating event mean concentrations as a calibration parameter rather than a fixed input can substantially improve model performance. Urban stormwater TSS concentrations vary widely in time and space and are difficult to represent simply. Suspended and deposited sediment pose independent stressors to stream biota and model results suggest that both currently impair stream health in Wissahickon Creek. Retrofitting existing detention basins to prioritize infiltration reduced instream TSS loads by 20%, suggesting that infiltration mitigates sediment more effectively than detention. Infiltrating stormwater from 30% of the watershed reduced instream TSS loads by 47% and cut the frequency of TSS exceeding 100 mg/L by half. Settled loads and the frequency of high TSS values were reduced by a smaller fraction than suspended loads and duration at high TSS values. A widely distributed network of infiltration‐focused projects is an effective stormwater management strategy to mitigate sediment stress. Coupling rainfall–runoff and water quality models is an important way to integrate watershed‐wide impacts and evaluate how management directly affects urban stream health.     

PROJECTION OF URBANIZATION EFFECTS ON RUNOFF USING CLARK INSTANTANEOUS UNIT HYDROGRAPH PARAMETERS1

ABSTRACT: To alleviate serious flooding problems brought upon by rapid urbanization in the Beargrass Creek watershed, located in Louisville, Kentucky, the U.S. Army Corps of Engineers undertook a major flood study in 1973. In order to predict flood conditions in 1990, the year when the watershed was expected to undergo complete urbanization, trends in the Clark Instantaneous Unit Hydrograph (Clark IUH) parameters were utilized to determine the 1990 unit hydrograph and flood conditions. Based on the results from this flood study, this paper demonstrates the applicability of using projected Clark IUH parameters for modeling future runoff conditions in an urbanizing watershed. Values of these parameters, as estimated from maximum annual historical flood data, are used to develop regression models for predicting future Clark IUH parameters. Using the projected parameters, selected annual flood events since 1973 are simulated in order to verify the accuracy of these projections. Results show a close correspondence between the simulated and observed flood characteristics. Hence, the use of projected Clark IUH parameters is an appropriate procedure for modeling future runoff conditions in an urbanizing watershed.     

苏州河生态恢复初期自净能力的综合评估方法

利用苏州河水的化学及生物学参数,以及水样对几种添加化学品的降解延滞期及降解率,综合评估了水体自净能力,并探讨了苏州河生态恢复初期自净能力的评估方法。对比2008年上、下游水样对醋酸钠、苯酚、苯胺、二甘醇、乙二醇、三聚乙醛等6种化学品的降解情况,比较分析了2006年及2008年两年度间苏州河自净能力的变化。相对2006年而言,2008年水体的氧化还原电位急剧下降,上、下游水体对化学品降解能力整体减弱,三聚乙醛降解能力的减弱尤为明显,降解率从2006年的77.82%和88.73%降至2008年的35.83%和65.86%。在外部有机物输入量无明显变化的情况下,上游的好氧异养菌数由2006年的4.7×104CFU/mL降为2008年的2.2×103CFU/mL。2008年苏州河上游水体对化学品(二甘醇除外)降解能力较下游水体更弱,且延滞期长。与2006年相比,2008年苏州河水体的自净能力整体减弱,上游水体自净能力的损失更为明显。     

Speciative determination of Cr (III) and Cr (VI) in dyeing waste water of Dil Creek discharge to Izmit Gulf (Izmit-Kocaeli, Turkey) by ICP-AES

Wastewater pollution in industrial areas is one of the most important environmental problems. Heavy metal pollution, especially chromium pollution in wastewater sources from dyeing and tannery has affected the life on earth. This pollution can affect all ecosystems and human health directly or by food chain. Therefore, the determination of chromium in this study is of great importance. Dil Creek is located in the eastern Marmara region and discharges into the Izmit Gulf. This water source is used for irrigation in agriculture and as drinking water for animals. In this study, a rapid, sensitive and selective method for the speciative direct determination of Cr (III) and Cr (VI) in dyeing waste water samples collected from the nearest station to Izmit Gulf of Dil Creek in May 2006 by inductively coupled plasma-atomic emission spectrometry (ICP-AES) has been developed. An analysis of a given sample is completed in about 15 min for ICP-AES the method. As the result of the chromium analysis, the limit of quantification (LOQ) for the Cr (III), Cr (VI) and total Cr were founded as 0.0111 ± 0.0002 mg/l (RSD, 1.80%), 0.0592 ± 0.0010 mg/l (RSD, 1.70%) and 0.0703 ± 0.0020 mg/l (RSD, 2.84%) respectively. In addition, the general mathematical formula has been developed to calculate the concentration of Cr(III), which can be applied to any other metal species. The result of Cr (VI) analysis indicated that water quality of Creek was IV. class quality according to the inland water classification. In order to validate the applied method, recovery studies were performed.     

苏州河上海市区段表层沉积物中多环芳烃的分布及特征

参照美国EPA8000系列方法、质量保证和质量控制,对苏州河上海市区段的表层沉积物中16种优控多环芳烃类有机物(PAHs)进行了分析.结果表明,苏州河上海市区段的表层沉积物均受到了很大程度的污染,其中处于市区中段的昌化路桥、西康路桥和长寿路桥断面的PAHs含量较高,处于黄浦江入口附近的四川路桥、河南路桥和福建路桥断面的含量较低.同时发现,近十几年来苏州河沉积物中的PAHs含量和成分发生了一定的变化,对其原因作了初步探讨.     

Lagrangian Sampling for Emerging Contaminants Through an Urban Stream Corridor in Colorado1

Abstract: Recent national concerns regarding the environmental occurrence of emerging contaminants (ECs) have catalyzed a series of recent studies. Many ECs are released into the environment through discharges from wastewater treatment plants (WWTPs) and other sources. In 2005, the U.S. Geological Survey and the City of Longmont initiated an investigation of selected ECs in a 13.8‐km reach of St. Vrain Creek, Colorado. Seven sites were sampled for ECs following a Lagrangian design; sites were located upstream, downstream, and in the outfall of the Longmont WWTP, and at the mouths of two tributaries, Left Hand Creek and Boulder Creek (which is influenced by multiple WWTP outfalls). Samples for 61 ECs in 16 chemical use categories were analyzed and 36 were detected in one or more samples. Of these, 16 have known or suspected endocrine‐disrupting potential. At and downstream from the WWTP outfall, detergent metabolites, fire retardants, and steroids were detected at the highest concentrations, which commonly exceeded 1 μg/l in 2005 and 2 μg/l in 2006. Most individual ECs were measured at concentrations less than 2 μg/l. The results indicate that outfalls from WWTPs are the largest but may not be the sole source of ECs in St. Vrain Creek. In 2005, high discharge was associated with fewer EC detections, lower total EC concentrations, and smaller EC loads in St. Vrain Creek and its tributaries as compared with 2006. EC behavior differed by individual compound, and some differences between sites could be attributed to analytical variability or to other factors such as physical or chemical characteristics or distance from contributing sources. Loads of some ECs, such as diethoxynonylphenol, accumulated or attenuated depending on location, discharge, and distance downstream from the WWTP, whereas others, such as bisphenol A, were largely conservative. The extent to which ECs in St. Vrain Creek affect native fish species and macroinvertebrate communities is unknown, but recent studies have shown that fish respond to very low concentrations of ECs, and further study on the fate and transport of these contaminants in the aquatic environment is warranted.     

Elements Influencing Cost Allocation in the Pinal Creek Aquifer,Arizona, USA: An Introduction and Synopsis of Findings

This article provides context for the ensuing three-part study published in this volume that describes quantitative allocation of mass metal loading to the 20 km groundwater plume in the Pinal Creek alluvial aquifer. The plume resulted from >75 years of copper ore leaching by ferric sulfate and sulfuric acid in the Globe-Miami mining district, Arizona. Geochemical fingerprinting, followed by spatial and temporal analysis of Pinal Creek monitoring well data, identified three distinct source areas and plumes. Each exhibited a unique chlorine-copper-iron chemical signature that resulted from differences in process geochemistry, ore mineralogy, and solution handling. As the acid plume advanced, carbonate buffering capacity was consumed, with concomitant precipitation of metal oxyhydroxides that evolved into acid-bearing aluminum and iron cements. Column experiments, geochemical modeling, and empirical data indicate that dissolution of the residual acidic precipitates will result in asymptotic reductions in metal concentrations, which will affect response costs for up to 140 years after initiation of remedial pumping in the late 1980s. Finally, metal loading to the alluvial aquifer was quantified for each source area using Darcy's Law or flow data combined with the sum of aluminum, copper, iron, manganese, and zinc, which constitute >99% of the total metal mass. Based on this analysis, to date Webster Gulch contributed 94% of the loading, Upper Bloody Tanks Wash contributed 5%, and the Miami Unit contributed 1%. A sensitivity analysis that varied all parameters in the loading calculation by ±20% resulted in only small differences in allocation (±1%) because the large mass released from Webster Gulch (618 kt of metal) dominates the overall allocation.     

苏州河大型底栖动物群落结构变化

2005年4月至12月,对苏州河4个断面大型底栖动物群落密度、生物量、多样性指数以及优势种组成进行调查,并与1999年、2001年和2003年的调查数据相比较,探讨苏州河底栖动物群落结构的变化。结果表明:苏州河底栖动物种数从2001年最多的14种降至2005年最少的8种;平均密度由1999年最高值34 445.1 m-2降至2001年最低值3 746.6 m-2,其后又上升至2005年的22 770.8 m-2;生物量由1999年最高值285.33 g.m-2降至2005年最低值31.78 g.m-2;Shannon-W iener多样性指数平均值则由2001年最高值1.20降至2003年最低值0.49;P ielou均匀性指数由2001年的0.67降至2003年的0.40。赵屯、黄渡断面优势种从1999年、2001年的铜锈环棱螺(Bellamya aeruginosa)变为2003年、2005年的霍甫水丝蚓(Limnodrilus hoffm eisteri),而北新泾、浙江路桥断面优势种未发生变化。根据苏州河底栖动物群落结构变化,将苏州河底栖动物群落的恢复划分为2个阶段:1999年、2001年苏州河底栖动物恢复较快,2003年、2005年恢复较缓。     

A conceptual framework of agricultural land use planning with BMP for integrated watershed management

Land use planning is an important element of the integrated watershed management approach. It not only influences the environmental processes such as soil and stream bed erosion, sediment and nutrient concentrations in streams, quality of surface and ground waters in a watershed, but also affects social and economic development in that region. Although its importance in achieving sustainable development has long been recognized, a land use planning methodology based on a systems approach involving realistic computational modeling and meta-heuristic optimization is still lacking in the current practice of integrated watershed management. The present study proposes a new approach which attempts to combine computational modeling of upland watershed processes, fluvial processes and modern heuristic optimization techniques to address the water-land use interrelationship in its full complexity. The best land use allocation is decided by a multi-objective function that minimizes sediment yields and nutrient concentrations as well as the total operation/implementation cost, while the water quality and the production benefits from agricultural exploitation are maximized. The proposed optimization strategy considers also the preferences of land owners. The runoff model AnnAGNPS (developed by USDA), and the channel network model CCHE1D (developed by NCCHE), are linked together to simulate sediment/pollutant transport process at watershed scale based on any assigned land use combination. The greedy randomized adaptive Tabu search heuristic is used to flip the land use options for finding an optimum combination of land use allocations. The approach is demonstrated by applying it to a demonstrative case study involving USDA Goodwin Creek experimental watershed located in northern Mississippi. The results show the improvement of the tradeoff between benefits and costs for the watershed, after implementing the proposed optimal land use planning.     

River environmental decision support system development for Suzhou Creek in Shanghai

The Suzhou Creek Rehabilitation Project (SCRP) is one of the largest water-related environmental rehabilitation schemes ever undertaken in the vicinity of Shanghai, China. This paper details the development and application of a River Environmental Decision Support System (REDSS) for scientific planning and decision-making on the Suzhou Creek project, and illustrates the flexibility of the REDSS framework. We developed the following components: (1) a GIS-based analysis employing Component technology; (2) a "data mart" for multi-dimensional, multi-level, integrated, dynamic, and flexible data querying; and (3) a set of hydrodynamic and water quality models which can simulate complex tidal river networks. In addition, we detail how a water quality assessment model is embedded into the REDSS by employing an Identification Index Method. With the REDSS, all GIS and non-GIS components are integrated seamlessly and data from different sources can be queried simultaneously. This allows for various scenarios to be simulated and analyzed in advance to predict and assess the effects of proposed engineering and management measures. Generated information can thus support effective decisions. All operations of the REDSS can be implemented conveniently through user-friendly interfaces. The function of the REDSS framework is demonstrated through an application to Suzhou Creek. Because the REDSS characteristics are quite general, it may be applied in different geographic regions.