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1.
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. 相似文献
2.
3.
J. Hejzlar K. Šámalová P. Boers B. Kronvang 《Water, Air, & Soil Pollution: Focus》2006,6(5-6):487-494
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 [Pin] 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. 相似文献
4.
David H. Moreau 《Journal of the American Water Resources Association》1991,27(1):117-123
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. 相似文献
5.
Kenneth H. Reckhow 《Journal of the American Water Resources Association》1988,24(4):723-734
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. 相似文献
6.
Seok-Ku Ko Darrell G. Fontane John W. Labadie 《Journal of the American Water Resources Association》1992,28(1):111-127
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. 相似文献
7.
CO2 storage capacity estimation: Methodology and gaps 总被引:3,自引:0,他引:3
Stefan Bachu Didier Bonijoly John Bradshaw Robert Burruss Sam Holloway Niels Peter Christensen Odd Magne Mathiassen 《International Journal of Greenhouse Gas Control》2007,1(4):430-443
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. 相似文献
8.
S. Lawrence Dingman 《Journal of the American Water Resources Association》1981,17(4):684-690
: In general, the choice among reservoirs for water supply or flow augmentation is a multiobjective problem. Choices are based in part on the yield available from water supply reservoirs or, in the case of flow augmentation reservoirs, on the increase in low flows at downstream locations. Detailed estimates of these effects may be too costly for basin planning purposes. Thus this paper presents methods for rapid estimation of those quantities for New Hampshire. For water supply reservoirs, a composite empirical relation between Y95 (the draft available 95 percent of the time) and storage ratio, S*, is developed from previous studies in the region. For flow augmentation reservoirs, empirical relations between S* and degree of regulation, R*, are applied to each upstream regulating reservoir. Values of regulation arc then summed and divided by the mean flow at the downstream reach of interest. This parameter, (ΓR)*, is then related to increase in flow available 95 percent of the time by an empirical relation. 相似文献
9.
Gert Aron Elizabeth L. White Stephen P. Coelen 《Journal of the American Water Resources Association》1977,13(5):1021-1034
ABSTRACT: Interbasin water transfer is one of the most controversial water-resources-planning topics. Local communities, particularly those from which the water is to be taken (donor regions), generate enough opposition to doom many projects to failure. The opposition often arises because planners have traditionally considered excess water a free commodity rather than a marketable resource. To make transfer schemes mutually acceptable to donor and recipient regions, visible benefits must be offered. Agreement must be made on an acceptable purchase price and/or on other benefits such as a substantial amount of low flow augmentation or possibly some degree of flood control on the donor source stream. The hydrologic and economic feasibility of water transfer from the East Susquehanna River basin to the Delaware Reservoir System for supplemental supply to the New York City area was investigated. Nine alternative schemes for diversions up to 400 cfs and compensations in the form of low flow augmentation and/or flood control were considered resulting in unit costs to the recipient region between $90 and $380/mg. If only the minimum state-mandated flow is released to the Susquehanna River, the savings to the water recipients would be sufficient to pay a purchase price of about $21/mg, which would be equivalent to a total amount of $420,000/year for an average export of 100 cfs. 相似文献
10.
2006年1~12月,每月采集乌江流域梯级水库入出库河流水样,用两次金汞齐-冷原子荧光光谱法和蒸馏-乙基化结合GC CVAFS法测定了水中总汞和甲基汞的浓度。结果表明:(1)入出库河流中总汞年均加权浓度分别为317和 2.34 ng/L,甲基汞为014和 0.18 ng/L。(2)不同水库入出库河流中总汞和甲基汞的时空分布特征不同,位于上游第一级的普定和洪家渡水库入库河流中总汞有明显的季节变化趋势,且显著低于出库河流;而甲基汞的季节变化在出库河流中较为明显,而且库龄大的普定、东风、乌江渡水库出库河流中甲基汞浓度显著高于入库河流。(3)相关分析发现水库入库河流中总汞、甲基汞浓度主要受悬浮颗粒物的影响,而与水量间的相关性因水库所处位置的不同而有差异,上游的普定和洪家渡水库中呈显著正相关,其它水库中呈负相关。 相似文献