汶川地震灾区小流域洪水计算方法初探

汶川地震灾区小流域山洪不仅造成巨大损失,同时也是泥石流等灾害的激发因素,探寻一种准确且可操作的洪水峰值流量计算方法对防灾减灾具有重要意义。本文选择不同产流和汇流计算方法,组合成不同水文模型,进行小流域洪水过程计算,对模拟结果和参数选择进行对比,旨在探究最适合该地区的小流域水文计算方法。分别选择SCS曲线法、Green-Ampt入渗法、初损稳渗法进行坡面产流计算,应用SCS单位线法、Snyder单位线法和运动波方程进行坡面和沟道汇流计算,组合成5种小流域产汇流计算模型,利用6场洪水进行参数率定和结果验证。模拟结果对比分析,得出SCS曲线法是最适宜的产流模型,其与SCS单位线、运动波汇流计算方法组合而成的SCS和SKK模型,峰现时间的模拟误差最小,在0~25 min之间;洪峰流量模拟的相对误差较小,平均误差不超过4%;洪水总量模拟误差在10%左右。另外,这两种模型参数设置及确定较简单,更适合在数据稀缺的小流域中进行洪水模拟应用。研究可为汶川地震灾区小流域山洪和泥石流等灾害的流量估算提供方法和参数借鉴。     

贵阳酸雨中溶解态重金属质量浓度及形态分析

为了解酸雨地区雨水重金属的污染现状,季节性变化和形态分布特征,利用电感耦合等离子体质谱仪(ICP-MS)分析测试贵阳雨水中溶解态重金属的质量浓度,并在此基础上通过PHREEQC模型模拟雨水中重金属的形态分布特征.结果表明,贵阳雨水中溶解态重金属Co、Ni、Cu、Zn、Cd质量浓度较低未出现超标现象,秋季和冬季雨水中Pd质量浓度较高超过国家标准.雨水中Co和Ni主要来源于地壳,几乎没有受到人为影响;Cu、Zn、Cd和Pb受到了不同程度的人为污染,且秋和冬季的污染比春季和夏季更为严重.贵阳雨水中溶解态重金属主要是以自由离子态、草酸络合物和硫酸根络合物的形式存在,它们分别占总溶解态重金属的47.27%~95.28%、0.72%~51.87%和0.50%~7.66%.溶解态重金属的形态主要受雨水酸化程度、酸化类型和阴离子配体的浓度控制.     

石油类物质的湿沉降及其对区域水环境的影响:以正构烷烃为指示物

为评估含有机污染物的湿沉降对区域水环境污染的贡献,在广州市3个采样点(海珠区、天河区和萝岗区)采集了2010年湿沉降样品(157个),并在天河点采集了12个干沉降、11个地表径流及10个气溶胶样品,并对其中指示化合物正构烷烃的浓度、来源和通量进行分析.正构烷烃(包括从C20—C34的15种同系物)总浓度范围为0.6—292μg·L-1;从季节上看,其在雨季(4—9月)的浓度低于旱季(1—3月和10—12月).碳优势指数和主成分分析结果表明,广州市的正构烷烃主要来源于石油产品的消费(50%),暗示石油产品消耗是主要污染源;其次来自植物排放(38%).此外,广州市在2010年有55±80 t(平均值±标准偏差)正构烷烃经干沉降和湿沉降至地表,其中湿沉降的贡献为39±80 t.同时,大约有224±296 t正构烷烃通过地表径流进入到珠江,反映了面源污染对区域水环境影响很大.因此,控制石油产品的消费和治理地表径流,是抑制面源污染、改善区域水环境的两个途径.     

南京市雨污分流改造及初期雨水污染研究

南京市雨污分流改造经过多年建设施工,基本上从源头上实现雨污分流,避免污水溢流入秦淮河。初期雨水造成的城市非点源污染是受纳水体的重要污染源,在一些实施了分流制排水系统的城市,经过一段时间的运行,周边水体的污染情况改善不是十分明显。白下区雨污分流改造后,为避免初期雨水对内秦淮河污染,以大中桥泵站北截流沟为例,探讨在沿河截流井设提升泵弃流初期雨水,利用现状截流沟蓄水,结合规划改造大中桥泵站新建蓄水池,为今后雨水利用提供条件。     

陕北地区煤炭开采等人类活动对河道径流影响的定量识别

陕北地区水资源严重短缺,定量分析窟野河流域各因素对河道径流的影响程度,对干旱半干旱地区的资源开发具有重要意义.该文首先分析了窟野河径流以及流域内降雨、气温、水保措施、用水量和煤炭开采量等因素的变化趋势;其次按照1961—1979年、1980—1998年、1999—2010年以及1961—2010年等4个时期,采用逐步回归法分别确定其显著的影响因素,求出各时期的径流相关方程,其中1961—2010年间的主要影响因素为降雨量、气温、水保措施和煤炭开采量;最后定量计算了1980—1998年和1999—2010年相对于基准期1961—1979年各因素造成的减水量,其中水保措施的减水量由65%减少到了47%,煤炭开采却增加到了19%.结果表明,采用逐步回归分析法计算的窟野河1961—2010年径流模拟值与实测值很接近,该方法可以在中国北方干旱半干旱地区推广.     

Characterization and prediction of highway runoff constituent event mean concentration

Highway stormwater runoff quality data were collected from throughout California during 2000-2003. Samples were analyzed for conventional pollutants (pH, conductivity, hardness, and temperature); aggregates (TSS, TDS, TOC, DOC); total and dissolved metals (As, Cd, Cr, Cu, Ni, Pb, and Zn); and nutrients (NO(3)-N, TKN, total P, and ortho-P). Storm event and site characteristics for each sampling site were recorded. A statistical summary for chemical characteristics of highway runoff is provided based on statewide urban and non-urban highways. Constituent event mean concentrations (EMCs) were generally higher in urban highways than in non-urban highways. The chemical characteristics of highway runoff in California were compared with national highway runoff chemical characterization data. The results obtained in California were generally similar to those found in other states. The median EMC for Pb measured in studies conducted in previous decades was much higher than the current median Pb EMC in California. The lower Pb EMC in California compared to previous highway runoff monitoring is believed to be due to the elimination of leaded gasoline. An attempt was also made to identify surrogate constituents within a general family of water quality categories using Spearman correlations and selected pairs with Spearman coefficients greater than 0.8. The strongest correlations were observed among parameters associated with dissolved minerals (EC, TDS, and chloride); organic carbon (TOC and DOC); petroleum hydrocarbons (TPH and O & G); and particulate matter (TSS and turbidity). Within the metals category, total iron concentration was highly correlated with most total metal concentrations. The correlations between total and dissolved concentrations were all less than 0.8, even between total and dissolved concentrations of the same metals. Multiple linear regression (MLR) analyses were performed to evaluate the impact of various site and storm event variables on highway runoff constituent EMCs. Parameters found to have significant impacts on highway runoff constituent EMCs include: total event rainfall (TER); cumulative seasonal rainfall (CSR); antecedent dry period (ADP); contributing drainage area (DA); and annual average daily traffic (AADT). Surrounding land use and geographic regions were also determined to have a significant impact on runoff quality. The MLR model was also used to predict constituent EMCs. Model performance determined by comparing predicted and measured values showed good agreement for most constituents.     

Characterization of polycyclic aromatic hydrocarbons in urban stormwater runoff flowing into the tidal Anacostia River, Washington, DC, USA

To investigate the sources, fate, and transport dynamics of PAHs (polycyclic aromatic hydrocarbons) in stormwater runoff that is a leading source of pollution in urban watersheds, storm and base flow samples were collected in six branches along the lower Anacostia River. PAHs in storm flow (1510-12,500 ng/L) were significantly enriched in the particle phase, which accounted for 68-97% of the total PAHs. It suggests that reducing particles in stormwater using post-treatment system would decrease PAHs considerably. The solid-water distribution coefficients (KD) of PAHs in the storm flow samples were up to 340 times higher than predicted values. A greater portion of high molecular weight PAHs and their distribution patterns indicate higher contribution of automobile originated pyrogenic PAHs. Total suspended solids in storm flow had a positive relationship with flow rates and exceeded benchmark level for the protection of aquatic biota in some samples.     

论水工程设施收集的水资源的所有权归属

雨水收集设施等水工程日益得到应用,需要解决雨水收集设施等水工程设施收集的水资源的所有权。因大气降水是一种自由资源,不属于《宪法》中的"水流"或《水法》中的"水资源"的范畴,雨水收集设施等水工程设施收集的水资源所有权不能适用《宪法》、《水法》的规定,而是取决于雨水收集设施等水工程设施的所有权。雨水收集设施等水工程设施不是土地的组成部分,所有权包括国家所有、集体所有、其他组织和个人所有等形式,因此,雨水收集设施等水工程设施收集的水资源所有权自然包括国家所有、集体所有、其他组织和个人所有。但水工程设施不是公益性、大中型的水利设施,允许其他投资主体投资,其所有权应以集体、个人所有为主要形式     

RUNOFF AND SEDIMENT YIELD UNDER GRAZING IN FOOTHILLS FESCUE GRASSLANDS OF ALBERTA1

ABSTRACT: Grazing can have a profound impact on infiltration and thus runoff and erosion. The objectives of this study were to quantify the effects of select grazing systems on rainfall and snowmelt induced runoff and sediment yield from sloped areas of the foothills fescue grasslands of Alberta, Canada. The effects of two grazing intensities (heavy and very heavy) for two durations (short duration and continuous throughout the growing season) were compared to an ungrazed control between June 1988 and April 1991. Runoff was measured using 1-rn² runoff frames and collection bucket systems. Sediment yields were then determined on samples from the collected runoff. Snowmelt was the dominant source of runoff. Snowmelt runoff was higher from the heavily grazed areas than from the very heavily grazed areas, due to the higher standing vegetation which accumulated snow in the former areas. Sediment yields as a result of snowmelt were generally low in all areas. Only a few summer storms caused runoff. Runoff volumes and sediment yields from summer rainstorms were low, due to low rainfall and to generally dry antecedent soil moisture conditions. The greatest risk of summer runoff, and thus sediment yield, appears to occur in August.     

A SYSTEMS STUDY OF STORM RUNOFF PROBLEMS IN A NEW TOWN1

A system study was conducted on the use of a large number of small reservoirs dispersed throughout an urban community as a means of storm water pollution control. The study was based on an area within the “new city” of Columbia, Maryland. Water collected and stored in the reservoirs is treated for release or use in meeting sub-potable and potable water demands in the community. Design and performance criteria were developed for such a system. A simulation model and a computerized evaluation technique were used to select the optimal locations and system configurations. The results of this study indicated that such a system would be less expensive than a conventional engineering approach to storm water pollution control. Further, the benefits derived from use of the storm water as a water supply can offset a portion of the cost of pollution control. Several secondary benefits also result from this concept including erosion and sediment control, storm flow dampening, and recreational facilities. A program is now underway to demonstrate this concept in Columbia, Maryland.