不同类型透水砖对雨水径流水量的控制效果

透水铺装是目前海绵城市建设中应用较广泛的技术措施之一,对雨水径流的促渗减排发挥着重要作用。选择2种不同类型透水砖为研究对象,采用人工模拟降雨实验方法,研究了降雨重现期分别为1、3、5、10 a条件下,2种不同类型透水砖对雨水径流总量控制、峰值削减和峰值延迟等方面的控制效果。结果表明：在降雨重现期小于10 a的条件下,构造透水砖和普通透水砖的场次降雨总量控制率平均值均超过95%;峰值流量均随着重现期的增加而增大,构造透水砖的峰值削减效果优于普通透水砖,平均峰值削减率提高了8.6%;构造透水砖和普通透水砖的出流延迟时间平均值分别为11.3 min和13.8 min,平均峰值延迟时间分别为6.3 min和16.3 min。构造透水砖对径流总量、峰值流量的控制效果要优于普通透水砖,因此,在透水铺装应用中,应结合项目设计目标和当地的水文地质条件,宜优先考虑采用构造透水砖铺装方式。     

芦苇碳源-表面流人工湿地对农田退水脱氮的长期效能研究

针对农田退水NO₃^--N占比高、C/N低,氮污染难以去除的问题,将经济易得的芦苇(Phragmites australis)茎叶碎段装填在表面流人工湿地(packed surface flow construct wetland,PSFW)的表层作为外加碳源,以研究其长期运行情况下的脱氮效能。结果表明：第29~149天,外加芦苇茎叶碎段的PSFW的脱氮效能明显高于无芦苇茎叶碎段的空白PSFW₀;进水NO₃^--N和TN浓度分别为(16.4±1.0)和(17.7±2.0)mg/L,HRT按3、4和2 d运行时,HRT为4 d时脱氮效能最优,PSFW对NO₃^--N和TN去除率分别为(87.4±6.0)%和(74.1±6.0)%,PSFW₀去除率仅为(14.4±4.0)%和(14.4±3.0)%;第150~269天,PSFW的脱氮效能稍高于PSFW₀,在进水NO₃^--N和TN浓度分别为(10.4±1.0)和(10.8±1.0)mg/L,HRT按3、2和1 d运行时,HRT为3 d时脱氮效能最优,PSFW对NO₃^--N和TN的去除率分别为(91.9±7.0)%和(90.2±7.0)%,PSFW₀去除率分别为(91.3±5.0)%和(86.4±6.0)%。第270~334天,PSFW的脱氮效能稍低于PSFW₀;进水NO₃^--N和TN浓度分别为(5.7±0.4)和(7.2±0.8)mg/L,HRT为3 d时,PSFW对NO₃^--N和TN的去除率分别为(88.6±10.0)%和(82.5±7.0)%,PSFW₀去除率分别为(94.0±6.0)%和(87.8±3.0)%。     

基于降水等级分异方法的低影响开发小区雨水径流污染负荷削减率的评估

为定量评估低影响开发(LID)技术对雨水径流污染负荷的削减率,选取嘉兴市柳岸禾丰小区作为LID小区,与其临近且下垫面类型相似的浅水湾小区作为传统小区,同步监测小区的外排水量和TP浓度,根据降水等级分异计算2个小区同等降水情景下单位面积污染负荷量,再以传统小区的单位面积污染负荷量为基准核算LID小区的雨水径流污染负荷削减率。结果表明：小雨时,LID设施可消纳其服务范围内的所有径流及所携带的污染物,污染负荷削减率达100%;当降水量增至超过LID设施功能阈值时,污染物削减率开始降低,中雨时降至67%,大雨时降至46%,年均雨水径流污染负荷削减率约为66%。整体来看,LID设施雨水径流污染负荷削减率表现出明显的降水等级差异。采用降水等级分异的方法能够减少降水等级所造成的误差,确保评估结果的精准程度,为小区LID设施建设提供可靠的决策依据。

     

SUSPENDED SEDIMENT AND METALS REMOVAL FROM URBAN RUNOFF BY A SMALL LAKE1

ABSTRACT: A small lake in the Chicago Metropolitan Area was from 91 to 95 percent efficient in removing suspended sediment and from 76 to 94 percent efficient in removing copper, iron, lead, and zinc from urban runoff. Sediments accumulated in the lake in the form of an organic-rich mud at an average rate of 20 millimeters per year; this reduced lake storage and covered potential habitat for aquatic organisms. Copper, lead, and zinc concentrations were closely associated with suspended-sediment concentrations and with silt- and clay-sized fractions of lake sediment. Although concentrations of mercury and cadmium were near detection limits in runoff, measurable concentrations of these metals accumulated in the lake sediments.     

MINIMIZING THE IMPACT OF URBANIZATION ON LONG TERM RUNOFF1

Increasing concern about the problems caused by urban sprawl has encouraged development and implementation of smart growth approaches to land use management. One of the goals of smart growth is water resources protection, in particular minimizing the runoff impact of urbanization. To investigate the magnitude of the potential benefits of land use planning for water resources protection, possible runoff impacts of historical and projected urbanization were estimated for two watersheds in Indiana and Michigan using a long term hydrological impact analysis model. An optimization component allowed selection of land use change placements that minimize runoff increase. Optimizing land use change placement would have reduced runoff increase by as much as 4.9 percent from 1973 to 1997 in the Indiana study watershed. For nonsprawl and sprawl scenarios in the Michigan watershed for 1978 to 2040, optimizing land use change placement would have reduced runoff increase by 12.3 percent and 20.5 percent, respectively. The work presented here illustrates both an approach to assessing the magnitude of the impact of smart growth and the significant potential scale of smart growth in moderating runoff changes that result from urbanization. The results of this study have significant implications for urban planning.     

ESTIMATED RUNOFF FROM MAN-MADE SNOW1

ABSTRACT: The consumptive loss from man-made snowmaking at six Colorado ski areas is calculated. The focus of the procedures in this investigation is on the consumptive loss that occurs to man-made snow particles during the period they reside on or in the snowpack until spring snowmelt (termed the watershed loss). Calculated watershed losses under a variety of precipitation and temperature conditions at six ski areas varied from 7 to 33 percent. These calculations were made using the calibrated Subalpine Water Balance Simulation Model (Leaf and Brink, 1973a, 1973b). The watershed loss of 7 to 33 percent indicates the range of likely watershed losses that can be expected at Colorado ski areas. A previous paper by the authors (Eisel et al., 1988) provided estimates of the mean consumptive loss during the snowmaking process (termed initial loss) for conditions existing at Colorado ski areas to be 6 percent of water applied. Therefore, based on the mean initial loss, the total consumptive loss from man-made snowmaking under conditions found at Colorado ski areas could be expected to range from 13 to 37 percent. These results demonstrate the range of total consumptive losses that could be expected in various years and for various watershed conditions. These total percentage losses cannot be extrapolated directly to other specific sites because the total consumptive loss is dependent on temperature during actual snowmaking, temperature and precipitation throughout the winter at the specific ski area, and watershed conditions at the ski area. Consumptive losses to man-made snow for a specific ski area should be estimated using the handbook procedures developed especially for this purpose (Colorado Ski Country USA, 1986b).     

MANAGEMENT OF INSTREAM FLOWS THROUGH RUNOFF DETENTION AND RETENTION1

ABSTRACT: The use of reservoirs and land treatments to manage streamflow for the maintenance or enhancement of instream flow values is a valid concept. Historically, large reservoirs have been used for flood control and water-supply regulation. Smaller structures have enjoyed widespread use for soil and water conservation in headwater areas. Where reservoir releases can be controlled, it is technically feasible to regulate flows for the enhancement of instream values. However, institutional and political obstacles may preclude the operation of some reservoirs for this purpose. Retention and detention structures and land treatments, implemented for soil and water conservation purposes, have often had favorable effects on the streamflow hydrograph. Decreases in peak flows and increases in low flows have been documented. Design concepts for runoff-control structures are discussed in relation to instream flow management objectives. Hydro-logic simulation is offered as a potential tool for project design and feasibility analysis.     

城市旅游区暴雨径流污染过程中的不透水面效应

选取武汉市动物园4种典型的不透水面暴雨径流污染特征进行了系统的研究,以期为旅游区面源污染危害评价和治理提供基本的依据.结果表明,动物园4种不透水面初期径流污染物浓度很高,COD最大值达1140 mg/L,下垫面类型及地表累积污染物是影响径流水质的主要因素.通过无量纲累积曲线的分析,表明旅游区不透水面径流初期冲刷严重,该曲线还为面源治理提供了重要的工程参数.     

磷肥钝化修复重金属污染土壤及其环境风险

磷肥广泛应用于农田重金属污染土壤钝化修复,但不同类型磷肥对多种重金属复合污染土壤的修复效果及其环境风险尚不明确。通过室内土壤培养和土柱淋溶模拟实验,研究枸溶性磷肥-钙镁磷肥(CMP)和水溶性磷肥-磷酸二氢钾(MPP)对重金属Pb、Cd、Cu、Zn复合污染土壤的钝化效果以及磷在土壤剖面中的淋溶损失特征。结果表明,CMP和MPP施用量(以P₂O₅计)为8 g·kg⁻¹时,Pb、Cd的钝化率分别为35.05%和71.72%、31.76%和40.99%,而Cu、Zn则出现一定程度的活化(最高达29.62%)。MPP对Pb的钝化效果显著优于CMP,但对Cd而言,2者差异不明显,且磷肥用量的成倍增加并不能显著提升钝化效果。土柱中土壤全磷、有效磷和淋溶液总磷的质量分数均随着深度(20~65 cm)递增而显著下降,且在某一深度上随着施磷量(1~8 g·kg⁻¹)的增加而显著升高。MPP在高用量下造成的磷淋溶风险显著大于CMP。采用磷肥钝化修复复合重金属污染土壤应综合重金属类型、钝化效果以及潜在的磷流失风险,选择适当的磷肥种类和用量。本研究结果可为磷肥钝化修复重金属污染土壤提供参考。     

Oxidative stress in the freshwater cyprinid crucian carp (Carassius carassius L.) upon chronic exposure to endosulfan

Oxidative stress and antioxidant responses of crucian carp, upon chronic exposure to endosulfan, were evaluated in vivo. The lethal concentration (LC_50–96?h) was 70 μg L^?1; on its basis, the fish were exposed to endosulfan at 20, 35, and 50 μg L^?1 and autopsy was done on days 1, 2, 3, 4, 7, 14, 21, 28, and 35. Lipid peroxidation was induced in a concentration-dependent manner, being highest at 50 μg L^?1 (3/4 LC_{50–96 h}, sub-lethal concentration-I, SL-I) on day 4 (720% versus control), followed in its extent (490%) at 30 μg L^?1 (1/2 LC_{50–96 h}, sub-lethal concentration-II, SL-II) on day 7 and lowest (260%) at 10 μg L^?1 (1/4 LC_{50–96 h}, sub-lethal concentration-III, SL-III) on day 14. Glutathione showed a concentration- and time-dependent elevation in the initial phase, with highest level on day 4 (180%) at SL-I, but showed significant reduction in all test concentrations from day 21 of post-exposure. Superoxide dismutase was decreased significantly throughout the study, with highest reduction (63%) on day 4 at SL-I; catalase increased in all test concentrations up to day 14 but showed a significant decrease from the day 28 of post-exposure. The potential role of these parameters as indicators of pesticide pollution in aquatic systems is discussed.