降雨对香溪河库湾主要藻种原位生长的影响

为明晰蓄水期降雨对三峡库区香溪河支流主要藻种原位生长的影响因素,本文在三峡水库降雨前后采用原位培养装置(培养笼)对铜绿微囊藻、小球藻和栅藻生物量变化特征进行原位培养实验.结果表明:①研究期间(2017年10月4～18日)降雨期与非降雨期水动力条件存在显著性差异(ANOVA,P 0. 05),降雨期间3种主要藻种Chl-a总量、比生长速率均显著小于非降雨期(ANOVA,P 0. 05),表明降雨对藻类生长起一定的抑制作用;相关分析结果指出,表征垂向掺混的4个水动力参数与3种藻种比生长速率呈显著/极显著负相关关系,表明水动力条件中剪切力τ、垂向紊流黏性系数Vr和垂向紊流扩散系数Vt的改变是导致藻类迅速衰亡的关键因素;②降雨前培养装置内混合层深度较低(1～2 m),降雨后(10月10～18日)混合层深度明显上升(大于5 m),同时降雨期叶绿素a(Chl-a)浓度显著低于非降雨期(ANOVA,P 0. 05).相关分析结果表明,光混比与3种藻种的比生长速率呈显著/极显著正相关,表明降雨导致水体垂向扰动增强,混合层不断扩大,打破了水体原有的水温分层从而抑制藻类的生长增殖;③降雨量、水温、光照强度、总氮(TN)和溶解性总氮(DTN)在降雨期与非降雨期均存在显著差异(ANOVA,P 0. 05),相关分析表明,降雨带来降雨量、水温、光照强度、总氮(TN)和溶解性总氮(DTN)改变是影响3种主要藻种比生长速率的关键环境参数.     

降雨条件下冰碛土滑坡模型试验研究

实践指出降雨是引发边坡破坏的重要外部因素之一。为研究降雨作用下冰碛土滑坡规律和导致滑坡的内在因素,本次研究制作了 3 种坡度的冰碛土边坡模型,进行了 3 种降雨强度下的共 9 组降雨作用下的冰碛土滑坡试验, 通过试验观测边坡土含水率、土压力变化及边坡变形数据,从而揭示降雨条件下冰碛土边坡破坏的机制。通过对冰碛土边坡降雨试验过程的观测发现,边坡模型坡脚位置的含水率最先稳定,各观测点的土压力没有观测到明显变化规律。实验过程中降雨入渗导致的滑坡变形大致可以划分为 4 个阶段,首先为局部性土颗粒滑落,其次为边坡表面形成冲蚀沟,然后小范围的冲沟逐渐扩展为中部和上部连片滑动,最后冰碛土边坡浅层形成贯通性滑动体,滑动的泥水混合物流动一段距离后在坡脚处形成堆积体。3 种暴雨工况下各坡度边坡主要特征表现为边坡表层土体产生小范围坡面径流,径流逐渐增强形成冲蚀沟,其后发生滑坡破坏。3 种大雨工况下坡度超过 45°的边坡发生了滑坡破坏。3 种中雨工况下仅 60°边坡产生了滑坡破坏。结果表明降雨强度和边坡坡度是影响冰碛土滑坡发生的主要因素。     

长三角典型村域次降雨条件下氮素非点源输出特征

研究长三角典型都市农业村镇不同土地利用下的氮素非点源输出特征,以期为治理该区域的面源污染提供科学依据.通过典型次降雨径流事件中氮形态和输出负荷变化的研究发现:监测点总氮(TN)的事件平均浓度(EMC)为20.01～22.83mg/L,其中溶解态氮(DN)占TN的比例最大;研究区非点源氮流失以溶解态为主,DN又以溶解态有机氮(DON)为主.耦合各形态氮浓度与径流量特征,发现非点源氮素输出呈现2个峰值,且出现在径流峰值之前4～55min;TN、DN和硝态氮(NO3--N)浓度随降雨时间增加呈现减少趋势;氮素负荷受其浓度和径流量的共同作用,基本上呈现与氮素浓度相同的变化特征,但起伏变化较为平缓.氮素污染负荷积累曲线分析表明,村域地表径流各形态氮素均存在初期冲刷效应.     

数值预报产品在长江干流段面雨量概率预报中的释用

运用2003年6～8月国家气象中心T213L31、武汉暴雨所MAPS数值预报产品,读取一定经纬度范围内的格点资料进行处理,得到最初因子。应用统计软件对最初因子与面雨量实况值进行聚类分析,并依据最优化的原则,将因子分为若干“段”,面雨量实况值（R）分为4个等级：无雨、0＜R≤5 mm、5 mm＜R＜15 mm和R≥15 mm。针对不同的等级,分别求出因子各“段”的降水频率作为X样本序列;相应地,R取“0”或“1”形成Y样本序列,用多元线性回归统计方法建立长江干流段面雨量概率预报方程。     

跟踪拍照识别白鱀豚的研究

作者从１９８６年起开展了照相识别白豚的研究。通过反复试验,采用多船弧形跟踪、单船切入拍照的方法,在观察到白豚的４８天中,共拍得１６００张照片并从中识别出１０头白暨豚。除了白暨豚背鳍上的自然标记能有效地用于个体识别之外,豚体上的色斑、图象等亦能用于个体识别。作者由此获得了白豚群体组成变化和迁移距离等科学资料,对深入研究白暨豚生态学有重要意义。     

镇江城市降雨径流营养盐污染特征研究

城市降雨径流污染是城市水体水质恶化的主要原因之一,为了分析降雨径流的污染特征,从2006-05开始,选择镇江具有代表性的土地使用功能对其降雨径流水质进行监测,分析了径流中固体悬浮物和营养盐的变化特征.结果表明,镇江不同功能区中5～40 μm粒径的固体悬浮物体积分数最大;商业区径流污染物浓度很高,其中SS浓度高达978 mg/L,是城市面源污染的主要来源;降雨初期的30 min径流污染物浓度很高,随降雨历时的延长污染物浓度逐渐下降并趋于稳定;溶解态氮、颗粒态磷和固体悬浮物是径流中污染物输出的主要形态;通过分析固体悬浮物与其他污染物的相关性,发现固体悬浮物是径流中营养盐吸附的载体,去除固体悬浮物是治理镇江降雨径流污染的有效途径.     

Strategies for determining soil-loss tolerance

Excessive soil losses due to erosion or lateral displacement by machinery impair productivity. Some soil loss is tolerable, but not so much that plant productivity diminishes. Thus productivity is the dominant concern in determining soil-loss tolerance. The effects of soil loss on productivity, however, are difficult to determine. Therefore, two alternatives are discussed for determining the limits of soil loss, or soil-loss tolerance. These alternatives are the maintenance of soil organic matter and, for shallow and moderately deep soils, the maintenance of soil depth. They are not new strategies, but our rapidly increasing knowledge of the dynamics of soil organic matter and the rates of soil formation from bedrock or consolidated sediments warrants the reconsideration of these alternatives. Reductions in either soil organic matter or the depth of shallow or moderately deep soils will lead to declining productivity. Soil organic matter, considered to be a surrogate for productivity, is much easier to monitor than is productivity. Also, there are many computer models for predicting the effects of management on soil organic matter. Recently compiled data on rates of soil formation suggest that soil losses of 1 t/a (2.24 Mg/ha yr) are greater than the rate of replenishment by the weathering of lithic or paralithic material in all but very wet climates.     

Respective contributions of point and non-point sources of E. coli and enterococci in a large urbanized watershed (the Seine river, France)

Because the large rivers of the Seine watershed have a low microbiological water quality, the main sources of fecal contamination were investigated in the present study. The inputs of the point (wastewater treatment plants (WWTPs) effluents) and non-point sources (surface runoff and soil leaching) of fecal bacteria were quantified for Escherichia coli and intestinal enteroccoci used as bacterial indicators. In order to assess the contamination through non-point sources, fecal indicators abundance was estimated in samples collected in small streams located in rural areas upstream from all point sources; these small rivers were characterized by the land use of their watershed. Bacterial indicator numbers were also measured in effluents of WWTPs, some using classical treatment (settling followed by activated sludge process) and some using an additional disinfection stage (UV irradiation). These data were used to estimate the respective importance of each type of source at the scale of the whole Seine river watershed taking into account the land use and the population density. It shows the predominant importance of the point sources of fecal indicator bacteria at the scale of the whole watershed. In a scenario in which activated sludge treatment would be complemented with UV in all WWTPs located in this watershed, the non-point sources of fecal indicator bacteria would be dominant.     

Determining the robust optimal set of BMPs for urban runoff management in data-poor catchments

Mismanagement of urban runoff can result in inundation which causes serious problems in providing urban services. Best management practices (BMPs) are used for urban runoff management. In this study, a method is proposed to determine the robust optimal set of BMPs for runoff management in data-poor catchments in urban areas. This method includes five main steps: (1) Sensitivity analysis to determine effective parameters in rainfall-runoff simulation model, (2) Calibration of the rainfall-runoff model based on selected effective parameters, (3) Developing a multi-objective optimization model to obtain the optimal sets of BMPs, (4) Selecting the final solutions using the Nash approach for ranking, (5) Evaluation of the robustness of the selected solution using the Management Option Rank Equivalence method. The proposed method is examined in an urban basin located in the north of Tehran, Iran. The results show that the proposed approach provides reliable results for urban runoff management in data-poor areas.