中国淡水生态系统甲烷排放基本特征及研究进展

本文基于中国境内的湖泊、水库、河流等淡水系统CH₄排放研究的相关成果,对203个湖泊（595个样点）、46个水库（221个样点）、112条河流（441个样点）,总计1257个样点的CH₄通量数据进行统计分析,探讨了中国淡水系统（湖泊、水库、河流）CH₄排放的一般特征,总结了当前研究进展,并进一步估算和评估了中国淡水系统CH₄排放总量水平.结果表明：1）中国湖泊CH₄排放通量平均为（1.17±1.87） mg/（m²·h）,蒙新湖区（（3.84±0.57） mg/（m²·h））和东北湖区（（2.62±3.54） mg/（m²·h））较高,青藏湖区（（1.94±4.13） mg/（m²·h））次之,东部湖区（（0.81±0.90） mg/（m²·h））较低,云贵湖区（（0.19±0.26） mg/（m²·h））最低;湖泊CH₄排放通量呈显著的纬度模式,高纬度地区湖泊CH₄排放高于低纬度地区;2）水库CH₄排放通量（（1.25±1.78） mg/（m²·h））与湖泊相似,水库消落带较高的排放通量（（4.34±4.45）mg/（m²·h））对水库CH₄排放具有重要贡献;3）河流CH₄排放（（0.82±1.14） mg/（m²·h））略低于湖库,长江水系CH₄排放通量（（0.98±2.38） mg/（m²·h））和黄河水系（（0.85±0.75） mg/（m²·h））相近,高于海河水系（（0.54±0.93） mg/（m²·h））,辽河、珠江水系研究较少,数据变异性极大;4）受降水、温度、径流稀释等影响,淡水系统CH₄排放呈显著的季节变化,其中湖库排放夏季高于秋季,冬春季较低,而河流则春秋季高于夏冬季;5）基于外推法估算全国湖泊、水库、河流CH₄排放总量分别约为0.96,0.29,0.76Tg/a,相当于全国湿地系统排放的75%.由于较大的时空变异性以及监测数据分布的不均匀性,目前估算存在较大的不确定性,但淡水系统CH₄排放在全球气候变化中的贡献仍不容小觑.     

水库中长期径流预报系统的开发研究

水库中长期径流预报系统采用PowerBuilder作为系统主要开发工具，集水情信息查询、检索、监视、预报与管理等功能于一体，实现了中长期水文预报和信息管理的各种功能要求。该系统具有功能全面，技术基础坚实，通用性和开放性强，自动化程度高，界面友好，全菜单操作等特点。     

CHARACTERIZATION OF INORGANIC PARTICLES IN SELECTED RESERVOIRS AND TRIBUTARIES OF THE NEW YORK CITY WATER SUPPLY1

ABSTRACT: Individual particle analysis (IPA) by scanning electron microscopy interfaced with automated image and X‐ray analyses was used to characterize inorganic particles in five reservoirs and four tributaries located within the Catskill and Delaware systems of the New York City water supply. Individual particle analysis provides combined elemental and morphologic characterizations. Results are presented in terms of particle projected area per unit volume (PAV), consistent with optical impacts, and partitioned into seven generic particle types according to composition. Minerals of terrigenous origins, particularly clay minerals, dominated the inorganic particle populations of all the study systems except one downstream reservoir. Higher PAV levels were observed in the Catskill system. Particle dynamics represented by PAV were driven primarily by runoff, while the reservoirs were also greatly influenced by the timing of sediment resuspension promoted by drawdown of the surface and fall mixing. The benefit of the serial configuration of the reservoirs in decreasing inorganic particles with progression downstream towards the city is demonstrated. The patterns in PAV levels among the study systems generally tracked those of more common metrics of impacts of suspensoids, including mass concentrations of suspended solids, turbidity, and Secchi disc transparency.     

挥发性油藏回注气井控因素分析及措施

文章明确了挥发性油藏天然气回注井控的安全环保关键因素;量化了低渗挥发性油藏天然气回注注入能力,确定注入端各节点安全生产压力分布,攻关相关配套工艺设备,实现安全有效注入;开展室内实验和PVT相态拟合,分析注天然气后天然气和原油性质变化规律,创新非混相驱组分数值模拟参数优化方法,开展带人工压裂裂缝的组分数值模拟,精准确定压力场分布,降低计量及监测不准带来的安全隐患;明确注气井气窜影响因素,优化注采参数,抑制油井气窜,降低生产风险,实现井控安全情况下的天然气驱环保高效开发。     

Modelling Phosphorus Retention in Lakes and Reservoirs

Steady-state models for the prediction of P retention coefficient (R) in lakes were evaluated using data from 93 natural lakes and 119 reservoirs situated in the temperate zone. Most of the already existing models predicted R relatively successfully in lakes while it was seriously under-estimated in reservoirs. A statistical analysis indicated the main causes of differences in R between lakes and reservoirs: (a) distinct relationships between P sedimentation coefficient, depth, and water residence time; (b) existence of significant inflow–outflow P concentration gradients in reservoirs. Two new models of different complexity were developed for estimating R in reservoirs: , where τ is water residence time (year), was derived from the Vollenweider/Larsen and Mercier model by adding a calibrated parameter accounting for spatial P non-homogeneity in the water body, and is applicable for reservoirs but not lakes, and , where [P_in] is volume-weighted P concentration in all inputs to the water body (μg l⁻¹), was obtained by re-calibrating the OECD general equation, and is generally applicable for both lakes and reservoirs. These optimised models yield unbiased estimates over a large range of reservoir types.     

河北水库及湖泊沉积物中DDT农药的残留特征与风险评估

分析了河北省主要湖泊水库沉积物中有机氯农药(DDT)的残留特征与生态风险.2004年秋季采集了河北12个水库和2个湖泊的表层沉积物样品,利用GC-ECD测定DDTs农药的含量,在此基础上分析了其残留与组成特征以及生态风险.结果表明:1)河北省主要湖泊水库沉积物中DDTs的平均含量为3.328 ng·g-1,其含量范围为1.014～9.022 ng·g-1;并且,不同样品中DDTs的含量的差异较大,变异系数均超过65%.2)临城水库、陡河水库、龙门水库3个样点的表面沉积物中wDDT/(wDDD wDDE)＞1,表明有新的DDT输入;岗南水库、邱庄水库、黄壁庄水库3个样点的表面沉积物中wDDD/wDDE＞1,说明DDD降解环境为厌氧条件;其余8个样点wDDD/wDDE＜1,说明DDD降解环境为好氧条件.3)所有样点中DDT、DDD和DDE浓度均低于ERM,并且大部分小于ERL,表明其生态风险大多低于10%;但11个样点的DDTs含量介于ERL和ERM之间,表明其生态风险大多介于10%～50%.     

A RISK-BASED MODEL FOR DROUGHT CONTINGENCY PLANNING1

ABSTRACT: A risk-based model is presented for determining action levels in real-time operation of public water supplies under drought conditions. The model, applicable to surface water supplies, is built around the almost universally adopted structure for drought management, a sequence of increasingly stringent measures to reduce demand. Action levels are determined by finding minimum storage levels that will satisfy a prescribed set of probability constraints over the remainder of a drawdown-refill cycle. Results are presented for the City of Raleigh, NC.     

EMPIRICAL MODELS FOR TROPHIC STATE IN SOUTHEASTERN U.S. LAKES AND RESERVOIRS1

ABSTRACT: A cross-sectional data set of 80 lakes and reservoirs in nine southeastern states was examined to specify and parameterize trophic state relationships. The relationships fitted are based on measurements of several limnological variables taken over the course of a growing season or year in each of the lakes. The trophic state models relate phosphorus and nitrogen loading to inlake phosphorus and nitrogen concentrations, which in turn are related to maximum chlorophyll level, Secchi disk depth, dominant algal species, and hypolimnetic dissolved oxygen status. Due to the empirical nature of the study, causal conclusions are limited; rather, the models are most useful for prediction of average growing season conditions related to trophic state.     

MULTIOBJECTWE OPTIMIZATION OF RESERVOIR SYSTEMS OPERATION1

ABSTRACT: Development of optimal operational policies for large-scale reservoir systems is often complicated by a multiplicity of conflicting project uses and purposes. A wide range of multiobjective optimization methods are available for appraising tradeoffs between conificting objectives. The purpose of this study is to provide guidance as to those methods which are best suited to dealing with the challenging large-scale, nonlinear, dynamic, and stochastic characteristics of multireservoir system operations. As a case study, the selected methodologies are applied to the Han River Reservoir System in Korea for four principal project objectives: water supply and low flow augmentation; annual hydropower production, reliable energy generation, and minimization of risk of violating firm water supply requirements. Additional objectives such as flood control are also considered, but are imposed as fixed constraints.     

CO2 storage capacity estimation: Methodology and gaps

Implementation of CO₂ capture and geological storage (CCGS) technology at the scale needed to achieve a significant and meaningful reduction in CO₂ emissions requires knowledge of the available CO₂ storage capacity. CO₂ storage capacity assessments may be conducted at various scales—in decreasing order of size and increasing order of resolution: country, basin, regional, local and site-specific. Estimation of the CO₂ storage capacity in depleted oil and gas reservoirs is straightforward and is based on recoverable reserves, reservoir properties and in situ CO₂ characteristics. In the case of CO₂-EOR, the CO₂ storage capacity can be roughly evaluated on the basis of worldwide field experience or more accurately through numerical simulations. Determination of the theoretical CO₂ storage capacity in coal beds is based on coal thickness and CO₂ adsorption isotherms, and recovery and completion factors. Evaluation of the CO₂ storage capacity in deep saline aquifers is very complex because four trapping mechanisms that act at different rates are involved and, at times, all mechanisms may be operating simultaneously. The level of detail and resolution required in the data make reliable and accurate estimation of CO₂ storage capacity in deep saline aquifers practical only at the local and site-specific scales. This paper follows a previous one on issues and development of standards for CO₂ storage capacity estimation, and provides a clear set of definitions and methodologies for the assessment of CO₂ storage capacity in geological media. Notwithstanding the defined methodologies suggested for estimating CO₂ storage capacity, major challenges lie ahead because of lack of data, particularly for coal beds and deep saline aquifers, lack of knowledge about the coefficients that reduce storage capacity from theoretical to effective and to practical, and lack of knowledge about the interplay between various trapping mechanisms at work in deep saline aquifers.