感潮河道水环境容量理论及计算的若干问题

介绍了感潮河道水环境容量理论及计算的研究现状,分析了存在的主要问题,提出了开展闽江下游河道水环境容量研究的初步设想.     

岷江上游干旱河谷区土壤水分含量及其动态

于2002年8月～2003年7月对四川西部理县干旱河谷区土壤水分状况进行了定位研究。结果表明：在理县干旱河谷区，不饲海拔高度0～50cm土层土壤平均含水量总的变化趋势是阴坡比阳坡高。而土壤水分空间异质性阳坡比阴坡大。同一坡向不同海拔的土壤含水量变化为2050m处的最高，1850m处的次之，1450m处再次之，1650m处最少，表明了在干旱区河谷的两岸坡面上部土壤水分状况最好，在坡面下部靠近河流处次之，中下坡水分条件最差。相同海拔高度，不同坡向土壤含水量都表现为随着土层深度的增加土壤含水量增加的趋势，且30～50cm土层的土壤含水量最高。     

龙王河流域(莒南段)水污染现状及综合治理对策

通过对龙王河流域水质现状评价及主要污染源分析，针对其存在的突出问题，按照目标、总量、项目、投资四位一体的小流域控制思路，本着治、用、保相结合的原则，提出了优化产业结构、污染源治理、废水资源化、生态保护等一系列综合治理对策。     

霍林河盆地煤层气储量及有利勘控区预测

针对霍林河盆地良好的地质特征,为发展煤层气资源预测分析.指出煤的镜质组反射率多在0.5%～0.6%之间,煤质含气量最高为7.7 m/t.煤质中煤层气含量以及煤层气中甲烷含量随深度加大而迅速增加.400 m以下为甲烷带,400m以上为甲烷-氮气带.并对含气量进行了预测,500m以下煤层气含量约3.0～7.7m3/t煤计,霍林河盆地煤层气远景储量在268.5×108～689.2×108m3之间.同时,指出了有利于煤层气形成和勘探的有利地段,9-73孔,21-11孔附近地区为最有利煤层气勘探区.     

滨海平原河网浅水动力分区特性研究

以浙江省姚西北地区平原河网为例,简化感潮河段闸门控制运行的数学模型,研究挡潮闸运行期间闸上游河道水面线的扰动规律.据此,对河网进行水动力分区,确定各区洪水水力特性.应用HEC-RAS软件进行数值计算,结果表明,该结论合理、可靠,可为姚西北平原河网水动力分析和防洪调度提供理论和技术支持.     

小型城市景观水体水环境的整治对策——以某高校校园河流为例

以某高校校园河流为例,首先通过布设监测站位评价水环境质量现状,估算水环境容量,然后对前期修复措施的治理效果进行评估,并为后期河流综合治理方案的制定提供建议.调查结果表明:该校园河流Z4区段水体叶绿素浓度高于其他区段,存在暴发藻类水华的风险;对照景观娱乐用水区水质标准,26个站位中总氮浓度超标率为19%,总磷浓度超标率为88%,氮、磷是影响该校园河流水环境质量的关键因素;该校园河流总氮和总磷水环境容量较低,分别为12.38 kg/d和1.05 kg/d.基于前期整治经验,后期应重点针对H2、Z4等区段,集成生态型堤岸构建、水生植被重建和人工湿地处理等水生态修复技术,并通过引调水工程、海绵校园建设和环保意识提升来开展河流综合治理,以确保该校园河流水质达到IV类标准.     

Study of Ganga River – Groundwater Interaction Using Environmental Oxygen-18

The influent and effluent characteristics of river Ganga in the Hardwar-Narora sector in Uttar Pradesh, India was studied using environmental oxygen-18. δ¹⁸O of river water and also of groundwater close to the river course was monitored at 8 stations along the 220 km stretch for a period of ten months. δ¹⁸O of the river during the monsoon months (June to September) was about – 10 at all the stations. However, during the dry months from October to April, the δ¹⁸O of the river was enriched progressively from Hardwar to Narora. The enrichment indicated groundwater contribution to the river during the non-monsoon months. The contribution was comuted using the principle of isotope balance.     

A safe minimum standard,the elasticity of substitution,and the cleanup of the Ganges in Varanasi

Despite repeated calls for a thorough cleanup of water pollution in the Ganges river, there are only two papers in the social sciences by Batabyal and Beladi (2017, 2019) that have shed theoretical light on this cleanup problem and its connection to the sustainability of tourism in Varanasi. Hence, we extend the above‐mentioned analyses and focus on two specific questions. First, we introduce the notion of a safe minimum standard (SMS) into the study and show how to analyze a probabilistic model of the Ganges cleanup problem when the SMS is accounted for. Second, for a representative citizen of Varanasi, we study how the magnitude of the elasticity of substitution between a composite consumption good and water quality in the Ganges—modeled by the SMS—affects the tradeoff between consumption and water quality maintenance.     

冬季平原河网水体溶存甲烷和氧化亚氮浓度特征及排放通量

以长江三角洲上海地区和海河流域天津地区水网为研究对象,对冬季河网表层水体溶存甲烷（CH4）和氧化亚氮（N2O）浓度、饱和度及水-气界面排放通量进行了研究.结果表明,冬季我国平原河网水体溶存CH4和N2O的浓度值都很高,呈高度过饱和状态：CH4浓度均值为0.86mol/L（饱和度：758%）,范围在（0.043±0.001）～（25.3±9.32）μmol/L之间;N2O浓度均值为86.8nmol/L（饱和度：488%）,范围在（9.71±0.41）～（691±35.2）nmol/L之间变化.天津排污河水体CH4和N2O浓度显著高于其他河流（均值分别为38.4mol/L和88.9nmol/L）.水体溶存CH4和N2O浓度、饱和度存在很大的地区差异,上海河网的CH4和N2O浓度和饱和度均值高于天津河网.河网水体水-气界面CH4和N2O排放通量变化范围很广,CH4通量在（1.35±0.22）～（665±246）mol/m2h之间,平均值为24.1mol/m2h,N2O通量在（0.19±0.02）～（22.6±5.05）mol/m2h之间,平均值为2.28mol/m2h.相关分析发现,河网水体溶存CH4浓度与DO显著负相关,与NH4＋显著正相关;N2O浓度则与NH4＋和NO3＋NO2显著正相关.河网水-气界面CH4和N2O排放通量均呈现出市区高郊区和农村低的空间分布规律,污染严重的河流已显然成为大气CH4和N2O的潜在排放源.     

Determination of organochlorine pesticides in river water using dispersive liquid–liquid microextraction and gas chromatography–electron capture detection

Dispersive liquid–liquid microextraction (DLLME) coupled with gas chromatography–electron capture detection (GC–ECD), has been developed for the extraction and determination of 14 organochlorine pesticides (hexachlorocyclohexanes (α-HCH, β-HCH and δ-HCH), Lindane (γ-HCH), Aldrin, Dieldrin, Endrin, Heptachlor, Heptachlor epoxide, α-Chlordane, β-Chlordane and p,p′-DDT, p,p′-DDD, p,p′-DDE) in river water samples. Factors relevant to the microextraction efficiency, such as the kind of extraction and disperser solvent, their volume and the salt effect was investigated and optimised. In this method the appropriate mixture of extraction solvent (13.5 µL carbon disulphide) and disperser solvent (0.50 mL acetone) were rapidly injected into the aqueous sample by syringe. The values of the detection limit of the method were in the range of 0.05–0.001 µg L^?1, while the relative standard deviations for five replicates varied from 2.7 to 9.3%. A good linearity (0.9894 ≤ r ² ≤ 0.9998) and a broad linear range (0.01–200 µg L^?1) were obtained. The method exhibited enrichment factors ranging from 647 to 923, at room temperature. The relative standard deviations varied from 2.7 to 9.3% (n = 5). The relative recoveries of each pesticide from water samples at spiking levels of 2.00 and 10.0 µg L^?1 were 88.0–111.0% and 95.8–104.1%, respectively. Finally, the proposed method was successfully utilised for the preconcentration and determination of the organochlorine pesticides in the Jajrood River water samples.