霍林河中游径流量序列的多时间尺度特征及其效应分析

霍林河是松嫩平原西部地区科尔沁、向海和查干湖湿地的重要补给水源。通过对其中游白云胡硕水文测站46a的年径流量序列的多时间尺度分析,探讨霍林河径流演变的近似周期性,识别霍林河径流变化对其下游洪泛湿地水源补给的规律,以及这种规律控制下的洪泛湿地环境演变。小波分析表明,霍林河白云胡硕水文站年径流序列主要存在3个尺度的周期变化,不同时间尺度下周期信号的强弱在时频域中的分布具有较强的局部特征,以大于30a尺度的年代际周期变化起主导作用,该尺度下,霍林河径流演变呈现出丰、枯、丰的交替振荡,下游洪泛湿地景观演变相应表现出阶段性特征,1990年代以前尤为突出。能量相对较弱的中、小时间尺度径流量周期性变化,与强烈的人类干扰活动相比,对下游洪泛湿地环境演变的作用效果不明显,突出表现在1990年代以后。     

暴雨径流固态污染物旋流分离研究

旋流分离技术在暴雨径流污染控制中的应用是一项新兴的污染控制技术。本文结合滇池流域暴雨径流中固态污染物构成的特征，利用传统的旋流分离技术和复合流场旋流分离技术来实现暴雨径流中固态污染物的去除。通过现场试验，探讨了旋流分离技术的主要技术参数以及他们之间的内在联系。     

An Application of the T‐TEL Assessment Method to Evaluate Connectivity in a Lake‐Dominated Watershed after Drought

Lakes are landscape features that influence connectivity of mass and energy by being foci for the reception, mixing, and provision of water and material. Where lake fractions are high, they influence hydrological connectivity. This behavior was exemplified in the Baker Creek watershed in Canada's Northwest Territories during a two‐year drought in which many lake levels declined below outlet elevations. This study evaluated how lakes controlled surface runoff connectivity reestablishment following the drought using a new assessment method, T‐TEL (time scales — thresholds, excesses, losses). Analysis of daily data showed that during a summer period following the drought, connectivity occurred between 0% and 41% of the time. The size of run‐of‐the‐river lakes relative to their upstream watershed area, and the upstream lake fraction, are two factors for connectivity. These terms represent a lake's ability to control the size of storage deficits relative to rainfall, and evaporation and storage losses along pathways. The connectivity magnitude–duration curve only aligned with the watershed flow duration curve during high‐water conditions, implying lakes functioned as individuals rather than as part of a perennial watercourse during much of the study. The T‐TEL method can be used to quantify consistent metrics of hydrologic connectivity that can be used for regionalization exercises and understanding hydrologic controls on material transport.     

Representing the Connectivity of Upland Areas to Floodplains and Streams in SWAT+

In recent years, watershed modelers have put increasing emphasis on capturing the interaction of landscape hydrologic processes instead of focusing on streamflow at the watershed outlet alone. Understanding the hydrologic connectivity between landscape elements is important to explain the hydrologic response of a watershed to rainfall events. The Soil and Water Assessment Tool+ (SWAT+) is a new version of SWAT with improved runoff routing capabilities. Subbasins may be divided into landscape units (LSUs), e.g., upland areas and floodplains, and flow can be routed between these LSUs. We ran three scenarios representing different extents of connectivity between uplands, floodplains, and streams. In the first and second scenarios, the ratio of channelized flow from the upland to the stream and sheet flow from the upland to the floodplain was 70/30 and 30/70, respectively, for all upland/floodplain pairs. In the third scenario, the ratio was calculated for each upland/floodplain pair based on the upland/floodplain area ratio. Results indicate differences in streamflow were small, but the relative importance of flow components and upland areas and floodplains as sources of surface runoff changed. Also, the soil moisture in the floodplains was impacted. The third scenario was found to provide more realistic results than the other two. A realistic representation of connectivity in watershed models has important implications for the identification of pollution sources and sinks.     

大靖河径流变化特征及其对气候变化和人类活动的响应

流域径流变化及其影响因素的研究对流域水资源的可持续开发利用以及改善流域的生态环境具有重要意义。以大靖河流域1956—2016年水文气象数据为基础,分析了近61 a来大靖河径流的年内、年际变化特征,并定量评估了气候变化和人类活动对径流变化的影响。结果表明：大靖河径流年内分配不均,主要集中在7—10月,占全年径流的60.98%;1956年以来大靖河径流以1.1×10⁵ m³?a^?1的速率递减,Hurst指数为0.69,表明大靖河径流在未来一段时间将继续呈递减趋势;大靖河径流存在4个震荡周期,分别为2—5 a、8—13 a、17—24 a及35—45 a左右,降水的震荡周期（8—13 a、17—24 a及35—47 a）与径流周期具有较好的一致性;气候变化对大靖河径流减少的贡献率为4.7%,人类活动的贡献率为95.3%,这可能与研究区土地利用方式变化有关。     

防渗型生物滞留中试系统降雨径流水质与三维荧光特征

构建了两套防渗型生物滞留中试系统,在2017年3~4月期间,跟踪监测了系统在低温小强度降雨条件下的径流水质特点,并同步分析了降雨径流的三维荧光光谱特征.系统降雨径流水质监测结果表明,经系统净化后,出水污染物浓度波动较小,对NH_4~+-N和TP均有相对稳定的去除效率,可分别达到78.38%~95.03%和72.04%~76.04%.荧光光谱特征分析表明,生物滞留系统出水中的主要溶解性有机物(dissolved organic matters,DOMs)为蛋白类物质和类腐殖质物质,主要来自生物或水生细菌代谢物;系统对于Ⅰ区、Ⅱ区蛋白类荧光有机物和类富里酸具有较好的去除效果,去除率可分别达到57.33%~61.30%、29.82%~31.28%和35.55%~43.16%.径流水质与DOMs相关性分析表明,系统径流出水中的TN、TP和TOC均与芳香类蛋白质含量呈显著正相关关系,而NO_3~--N和NH_4~+-N与芳香类蛋白质含量呈显著负相关关系;TN浓度均与Ⅳ区DOMs(微生物代谢产物)和V区DOMs(类胡敏酸)呈显著负相关关系.     

不同雨强下黄土裸坡水-沙-氮磷流失耦合模拟

采用室内人工模拟降雨试验研究6种雨强3种坡度下黄土裸露坡面水沙及氮磷养分流失规律.结果表明：1）降雨强度与土壤入渗速率,坡面产流产沙量的线性拟合决定系数均大于0.8,有较好的正相关关系;2）25°黄土坡面下：NO₃^--N初始浓度较高,随降雨历时呈波动性减少,具有明显的初期冲刷效应;NH₄⁺-N初始流失浓度由90mm/h雨强下0.6057mg/L增至120mm/h的1.3076mg/L,但其浓度随降雨历时均不断减小;TN流失浓度在雨强为90,105和120mm/h时分别为0.6056,0.8011和1.3076mg/L,随雨强增大而增大;TP初始流失浓度在105mm/h时最大,90mm/h时最小,且不同雨强下TP流失浓度相互交错,不稳定;3）养分流失与坡面产流量具有较强的线性相关性,与产沙量呈显著的幂函数关系.15°坡面时,氮素流失在6种雨强下均以颗粒态为主,平均约占72%,但在雨强增大过程中,颗粒态所占比例先减少后增加;而磷素流失颗粒态所占比例均大于90%,与降雨强度和坡度均没有直接关系.     

中国化工园区雨排系统环境风险防控研究

雨排系统是化工园区重要的基础设施,如果没有建立有效的环境风险防控体系,污染物有可能通过园区雨排系统排入外环境,造成重大环境影响.目前,中国已出台的有关化工园区雨排系统环境风险防控的政策法规缺少强制性和统一性,监管标准缺失导致环保部门缺乏行之有效的监管手段,园区规划阶段协同机制的不健全也增加了后期监管的难度.鉴于目前中国化工园区雨排系统环境风险防控方面存在的问题,建议国家和地方加快监管标准出台,强化相关政策的落实,优化园区雨排系统,实施分类、分级管控,同时加强企业的监管.     

Use of Surrogates to Predict the Stressor Response of Imperiled Species

Abstract: Rare or narrowly distributed species may be threatened by stressors to which they have never been exposed or for which data are very limited. In such cases the species response cannot be predicted on the basis of directly measured data, but may be inferred from the response of one or more appropriate surrogate species. Here, I propose a practical way to use the stressor response of one or more surrogate species to develop a working hypothesis or model of the stressor response of the target species. The process has 4 steps: (1) identify one or more candidate surrogate species, (2) model the relationship between the stressor and the response variable of interest for the surrogate species, (3) adapt the stressor–response relationship from the surrogate species to a model for the target species, possibly using Bayesian methods, and (4) incorporate additional data as they become available and adjust the response model of the target species appropriately. I applied the approach to an endangered fish species, the amber darter (Percina antesella), which is potentially threatened by urbanization. I used a Bayesian approach to combine data from a surrogate species (the bronze darter[Percina palmaris]) with available data for the amber darter to produce a model of expected amber darter response. Although this approach requires difficult decisions on the part of the manager, especially in the selection of surrogate species, its value lies in the fact that all assumptions are clearly stated in the form of hypotheses, which may be scrutinized and tested. It therefore provides a rational basis for instituting management policy even in the face of considerable uncertainty.     

Regulating oil and gas facility stormwater discharge: An assessment of surface impoundments,spills, and permit compliance

Contaminated stormwater runoff from oil and gas (O&G) operations can pose a significant threat to surface waters. The purpose of this study is to examine the extent of this threat and identify more specific permitting requirements to protect surface waters. To better understand the extent of the threat, this paper identified and characterized the use of waste surface impoundments at O&G facilities as well as the threat level from O&G spills in California. To assess the efficacy of the current federal and California state-permitting regime, the paper evaluated stormwater permit compliance in two California counties. It also reviewed selected spill cases and associated Spill Prevention, Control and Countermeasure Plans and Stormwater Pollution Prevention Plans to identify the adequacy of current industry practices.The analysis showed that contaminated stormwater from O&G facilities can be better regulated. The U.S. Environmental Protection Agency does not require O&G facilities to file for an Industrial Stormwater General Permit even though many O&G industry practices have the potential to contaminate stormwater runoff from the site. When O&G facilities discharge a Reportable Quantity of a hazardous chemical or violate a water quality standard, they are required to enroll in the National Pollutant Discharge Elimination System permit program. Spills, although not a direct indication of stormwater runoff, can highlight polluted runoff discharges that should have been regulated. Medium and large spills that reached waterways were such a risk for which operators did not file for a permit. In California new filing requirements for the oil and gas industry require all facilities that discharge stormwater that has come into contact with any overburden, raw material, or intermediate products located on the site, to file for an Industrial Stormwater General Permit. As this study showed, there has been an increase in enrollment since the enactment of the new requirements. Having all facilities enroll in the general permit program, as done in California, would require minimum monitoring and maintenance that could help prevent spills. A further step to ensure better protocol is to require specific pollution control practices in addition to the current general permit requirements. Such permitting regimes not only can be implemented on the US federal level but also internationally.