内陆河流生态环境需水量定量研究

在有限的水资源中,必须维持合理的生态环境需水量,以满足国民经济持续发展和生态平衡维护的需要,以内陆河流为对象,以生态学理论和水环境容量理论为基础,从维持河流系统水生生物生存、维持水体一定量稀释自净能力以及防止河流水面净蒸发损失的角度出发,分析计算了河流系统的生态环境需水量,以期为水资源合理配置提供科学依据。     

扎龙湿地生态系统需水量

对扎龙湿地生态系统需水量计算方法进行了研究,提出了适宜生态环境需水量和最小生态环境需水量计算方法; 对扎龙湿地湖泊水库、明水沼泽和芦苇沼泽面积上的生态环境需水量、扎龙湿地适宜生态环境需水量及最小生态环境需水量进行了计算和分析:1986-2002年扎龙自然保护区生态环境需水量的变化范围为5．22×108m3-5．92×108m3;扎龙湿地自然保护区的适宜生态环境需水量为5．55×108m3、保证率为75％的最小生态环境需水量为2．89×108m3,保证率为95％的最小生态环境需水量3．54×108m3．     

流域因素与人类活动对黄河下游河道输沙功能的影响

从泥沙收支平衡的概念出发定义了河道的输沙功能, 提出了河道输沙功能的定量指标, 研究了流域自然因子和人类活动对黄河下游河道输沙功能的影响. 这种影响可以用不同水沙来源区的降水量、进入黄河下游的大于0.05 mm粗泥沙占来沙量百分比、黄河上游水库对汛期清水基流的调节程度(以兰州站汛期径流量占全年百分比表示)、高含沙水流频率、流域内水土保持措施实施面积等来定量表达. 运用多元回归分析方法, 建立了黄河下游河道输沙功能指标与上述7个因子之间的多元回归方程. 表明不同水沙来源区降水量的减少对下游河道输沙功能的影响是不同的. 河口镇以上清水区和龙门至三门峡之间年降水量减少, 将导致下游河道输沙功能指标降低; 河口镇至龙门间降水减少, 将导致下游河道输沙功能指标增高. 来沙的组成强烈地影响下游河道输沙功能指标, 进入黄河下游的大于0.05 mm粗泥沙占来沙量百分比越大, 则河道输沙功能指标越低. 因此, 小浪底水库拦截粗泥沙、排出细泥沙, 将有利于提高下游河道输沙功能指标. 兰州站汛期径流量占全年百分比越低, 下游河道输沙功能指标越低, 说明黄河上游水库大量拦截汛期清水基流, 是下游河道输沙功能降低的原因之一.     

生态环境需水量评估方法与例证

首先评价了生态环境需水量概念内涵, 包括概念的界定、生态环境水的组成结构和需水特点. 在此基础上, 提出了生态环境需水量分级和计算方法. 以黄淮海地区为研究实例, 估算了研究区生态环境现状用水量、最小需水量、适宜需水量, 并计算了相应的缺水量. 然后根据相关的规划, 对未来的水平年2010年, 2030年和2050年生态环境需水量进行了预测. 结果显示, 随着功能设定的不同, 水资源参照平台的差异, 最小和适宜生态环境需水量不同, 相应的缺水量也会产生差异. 研究表明, 黄淮海地区最小生态环境需水范围在2.84×10¹⁰~1.02×10¹¹ m³, 适宜需水量范围在6.45×10¹⁰~1.78×10¹¹ m³, 最小需水时的缺水量范围为9.1×10⁹~2.16×10¹⁰ m³之间, 适宜需水时的缺水量范围为3.07×10¹⁰~7.53×10¹⁰ m³之间. 通过不同的缺水量数值, 可以安排配水的优先性. 三个预测年的生态环境需水量范围分别为4.49×10¹⁰~1.73×10¹¹ m³, 5.99×10¹⁰~2.09×10¹¹ m³和7.44×10¹⁰~2.52×10¹¹ m³.     

波浪作用下湖泊底泥的输沙试验研究

湖泊底泥的运动过程产生内源污染,加剧湖泊生态环境的恶化.研究湖泊底泥在波浪作用下的输沙规律,可为研究湖泊的水质变化成因及生态环境治理提供参考依据.利用大型波浪水槽,在波浪作用条件下对太湖、龙感湖、巢湖的底泥进行了起动和输沙试验,对多组波浪水文条件下湖泊底泥的输沙试验结果进行分析,详细地阐述了太湖、龙感湖、巢湖底泥在波浪作用下的输沙变化规律.分析整理试验数据,得出输沙率变化公式,为3个湖泊的水质变化成因分析及生态环境治理提供参考依据.     

生态需水理论与方法研究进展

生态需水研究是近年来国内外广泛关注的热点,涉及生态学、水文学、环境科学等多个学科.本文系统回顾了国内外生态需水的研究进展,较为全面的介绍了生态需水的概念、特征和分类,并在将区域生态需水的定量计算分为河道内和河道外两部分的基础上,总结并介绍了河道内(包括河流、河口、湖泊)和河道外(包括植被、动物、湿地、城市和回补超采地下水)生态需水的各种计算方法.特别是对国内外河流生态需水计算方法的基本思想、优缺点及其适用范围做了重点介绍,并分析了国内外计算方法存在差异的原因.通过对过去生态需水研究的总结与分析认为,我国研究目标多集中在水资源供需矛盾突出以及生态环境相对脆弱和问题严重的干旱、半干旱和季节性干旱的湿润区,且以河流生态系统的需水作为主要研究对象.但由于起步晚,在这方面的研究还不是很成熟,生态需水的概念、内涵和外延均未有统一的定义;同时,在借鉴国外生态需水各种计算方法来进行我国的生态需水研究时,应考虑是否符合我国国情以及气候水文特征,不能机械照搬.再者,笔者认为:①在考虑各种方法联系机制的前提下,对其进行合理耦合,取长补短,并进一步加强3S等新技术的应用;②加强对水资源虽相对丰沛,但由于水污染严重而存在水质性缺水的湿润地区,如华南珠江流域的生态需水研究等,将成为今后的发展方向.     

基于湖库水质目标的流域氮、磷减排与分区管理——以天目湖沙河水库为例

湖库水环境保护在保障生产与生活用水、维系生态平衡、发展旅游等方面发挥着重要的作用.水质目标管理是保护湖库水质的最佳管理办法.本文以天目湖地区沙河水库及其流域为研究区域,建立模型模拟沙河水库流域的水文与水质,评估入库污染通量和主要来源;依据水质目标测算氮、磷污染的容量和减排量,结合土地的生态保护与开发适宜性评估,提出氮、磷污染分区减排和土地管控的对策和措施.研究结果表明,沙河水库氮、磷污染物入库通量分别为206.01和3.29 t/a,面源总氮和总磷分别占总入库量的85.7%和67.5%.不同土地利用类型氮、磷输出强度有显著差异,总氮输出强度依次为茶园 >耕地 >建筑用地 >裸地 >草地 >退耕地 >林地 >河湖漫滩,总磷输出强度与地表覆盖度有关,依次为裸地 >建筑用地 >茶园 >耕地 >草地 >退耕地 >林地和河湖漫滩.从氮、磷输移过程来看,沙河水库流域总氮排放量为321.64 t/a,进入河流的为255.53 t/a,在河道输送过程中损失19.4%,最终有206.01 t/a进入水库;沙河水库流域总磷排放量为13.42 t/a,进入河流的为7.90 t/a,在河道输送过程中损失58.3%,最终有3.29 t/a进入水库.不同分区河流氮、磷滞留降解率有很大的差异,中田河总氮、总磷滞留降解能力最强,分别为34.71%和84.31%.2009年的通量计算结果显示,沙河水库总氮达到Ⅳ类水质目标需要的入湖减少量为32.01 t/a,入湖削减比例为15.50%,总氮达到Ⅲ类水质目标需要的入湖减少量为59.66 t/a,入湖削减比例为29.00%;总磷达到Ⅲ类水需要的入湖减少量为0.682 t/a,入湖削减比例为20.70%,总磷达到Ⅱ类水需要的入湖减少量为1.479 t/a,入湖削减比例为44.90%.为了实现基于土地利用的面源污染减排管控,选定植被覆盖度、水源涵养能力、地形坡度、土地利用、氮磷分区贡献量、与道路和村落距离等指标综合评估生态保护价值和开发适宜性,并划定禁止开发区、限制开发区和保护性开发区3个管理分区,最终确定各分区的开发强度限制和管控方式.     

基于储层骨架的多点地质统计学方法

建立弯曲、连续的河道形态是河流相储层建模的重点和难点.在分析了不同随机建模方法优缺点基础上,提出了一种针对河流储层新的建模方法,即基于储层骨架的多点地质统计学方法(SMPS).它综合利用了基于目标建模的优点以及多点地质统计学方法的长处.根据基于目标方法建模思路,预测河道骨架(即河道中线)分布,提出采用搜索窗预测河道骨架.随后,利用河道骨架对多点地质统计学中的数据事件选择进行约束,从而有效提高数据事件选择的合理性,达到更准确建立河道地质模型的目的.概念模型和实际储层建模对比研究表明,SMPS相比较于已有的序贯指示建模、Snesim和Simpat,确实能够更有效的建立起河道储层地质模型.这一新方法的提出对推动储层随机建模方法研究具有重要理论意义,对油田生产建立高精度储层地质模型也具有重要现实意义.     

均衡拟多道匹配滤波法在波动方程法压制多次波中的应用

本文针对单道最小二乘自适应匹配滤波方法在一次波和多次波分量不正交的情况下不能获得正确匹配的问题,提出均衡拟多道最小二乘自适应匹配滤波方法,该方法采取在空间方向上均衡的办法,使得均衡范围内记录中的一次波和多次波分量总是正交的,并结合拟多道最小二乘自适应匹配能更好匹配记录波形的特点,使得该方法取得很好的自适应匹配效果.通过对简单模型、SEG/EAGE SMAART模型和实际资料压制多次波的处理,结果表明该方法效果良好.     

用多道反褶积方法测定台站接收函数

本文提出了一种在时间域用多道反褶积测定台站接收函数的方法, 以提高台站接收函数的测量精度与分辨率.在单道反褶积的基础上,选取若干个质量较好的远震P波波形事件,构成多道信号,以垂直分量为输入,径向和切向分量作为期望输出,依据最小二乘,设计多道滤波器,提取接收函数.合成地震图与观测地震图的检验表明, 多道滤波方法能有效地测定台站接收函数,特别是多道反褶积能够有效地恢复地壳上地幔间断面所产生的弱转换波震相.     

太湖河湖水系连通需求评价初探

水系连通需求分析是河湖水系连通战略研究的重要内容.水系连通需求指人类社会经济发展对水资源调配、防洪排涝、改善生态环境等方面的需求及对河湖水系健康的维护,它源于水系能够提供各种水生态系统服务功能的生态学特性.通过分析水系连通需求、水生态系统服务功能和水系连通工程之间的内在关系,认为水系连通需求评价可转化为对水生态系统服务功能的评价.运用水当量评价方法,建立了河湖水系连通需求评价的方法体系,并以河网地区的典型代表——太湖为例,定量评价了太湖在水资源调配、调蓄洪水、水环境净化和维持生境等方面的连通需求.结果表明,太湖水系年均连通需求最大的是净化入湖废污水需水量,其次为水资源调配需水量,而太湖调蓄洪水的需求减少;湖水自身净化需水量较大,且为一次性需水.水环境净化的需求需要通过降低污染物入湖量,进行湖泊生态修复等主要措施以及引清水增加环境容量这一辅助连通措施共同完成.水系连通需求的定量评价可为水系连通战略及工程的规划设计提供理论基础.     

Development of the sediment and water quality management strategies for the Salt-water River, Taiwan

The Salt-water River watershed is one of the major river watersheds in the Kaohsiung City, Taiwan. Water quality and sediment investigation results show that the river water contained high concentrations of organics and ammonia-nitrogen, and sediments contained high concentrations of heavy metals and organic contaminants. The main pollution sources were municipal and industrial wastewaters. Results from the enrichment factor (EF) and geo-accumulation index (Igeo) analyses imply that the sediments can be characterized as heavily polluted in regard to Cd, Cr, Pb, Zn, and Cu. The water quality analysis simulation program (WASP) model was applied for water quality evaluation and carrying capacity calculation. Modeling results show that the daily pollutant inputs were much higher than the calculated carrying capacity (1050 kg day(-1) for biochemical oxygen demand and 420 kg day(-1) for ammonia-nitrogen). The proposed watershed management strategies included river water dilution, intercepting sewer system construction and sediment dredging.     

Particle size distribution of bed materials in the sandy river bed of alluvial rivers

The particle size distribution of bed materials in the sandy river bed of alluvial rivers is important in the study of topics such as friction, river bed evolution, erosion, and siltation. It also can reflect the dependency relation between river bed sediment and flow intensity. In this paper, the critical pattern of sediment movement in the near-wall region of a sandy river bed was analyzed. According to the principle of momentum balance, the critical settling-rising condition of bed material in a sandy river bed was found to be instantaneous turbulent velocity equal to 2.7 times the sediment settling velocity in quiescent water. Based on a vertical instantaneous turbulent velocity with a Gaussian distribution, a theoretical relation for calculating the particle size distribution of bed materials in a sandy river bed without pre-known characteristic grain sizes was developed by solving a stochastic equation. The for-mula is verified using measured data, and the results show that the proposed formula was in accordance with the measured data. This study has theoretical significance and practical value for determining the bed material particle size distribution of the sandy bed of alluvial rivers.     

Development of the sediment and water quality management strategies for the Salt-water River,Taiwan

The Salt-water River watershed is one of the major river watersheds in the Kaohsiung City, Taiwan. Water quality and sediment investigation results show that the river water contained high concentrations of organics and ammonia–nitrogen, and sediments contained high concentrations of heavy metals and organic contaminants. The main pollution sources were municipal and industrial wastewaters. Results from the enrichment factor (EF) and geo-accumulation index (I_geo) analyses imply that the sediments can be characterized as heavily polluted in regard to Cd, Cr, Pb, Zn, and Cu. The water quality analysis simulation program (WASP) model was applied for water quality evaluation and carrying capacity calculation. Modeling results show that the daily pollutant inputs were much higher than the calculated carrying capacity (1050 kg day⁻¹ for biochemical oxygen demand and 420 kg day⁻¹ for ammonia–nitrogen). The proposed watershed management strategies included river water dilution, intercepting sewer system construction and sediment dredging.     

Ecological and environmental instream flow requirements for the Wei River—the largest tributary of the Yellow River

Instream flows are essential determinants of channel morphology, riparian and aquatic flora and fauna, water quality estuarine inflow and stream load transport. The ecological and environmental instream flow requirements (EEIFR) should be estimated to make the exploitation and utilization of water resources in a highly efficient and sustainable way and maintain the river ecosystem good health. As the largest tributary of the Yellow River, the Wei River is the ‘Mother River’ of Guanzhong region in Shaanxi province. It plays a great role in the development of West China and the health of the ecosystem of the Yellow River. The objective of this study is to estimate the EEIFR for improving the Wei River's ecological and environmental condition and develop the river healthily. Concerning the main ecological and environmental functions of the Wei River in Shaanxi Province, the EEIFR for each section of the Wei River including minimum instream flow requirements (IFR) for aquicolous biotopes maintenance, IFR for channel seepage, channel evaporation, stream self‐purification and sediment transportation were estimated in this paper. The methods to estimate the instream flow requirements for stream self‐purification and instream flow requirements for sediment transportation were proposed. The temporal scale of typical years include the year with the probability 25% of occurrence (high‐flow year), the year with the probability 50% (normal‐flow year) and the year with the probability 75% (low‐flow year). The results show that the EEIFR for the Wei River mainly include instream flow requirements for self‐purification and sediment transportation in each typical year. From high‐flow year to low‐flow year, the annual EEIFR for each reach decrease, except those for the reach from Linjiacun to Weijiabao, and from Linjiacun at the upper reaches to Huaxian at the lower reaches, and the annual reach EEIFR decrease in a sequence. Copyright © 2007 John Wiley & Sons, Ltd.     

Muskingum equation based downstream sediment flow simulation models for a river system

Applications of sediment transport and water flow characteristics based sediment transport simulation models for a river system are presented in this study. An existing water–sediment model and a new sediment–water model are used to formulate the simulation models representing water and sediment movement in a river system. The sediment–water model parameters account for water flow characteristics embodying sediment transport properties of a section. The models are revised formulations of the multiple water inflows model describing water movement through a river system as given by the Muskingum principle. The models are applied to a river system in Mississippi River basin to estimate downstream sediment concentration, sediment discharge, and water discharge. River system and the river section parameters are estimated using a revised and the original multiple water inflows models by applying the genetic algorithm. The models estimate downstream sediment transport rates on the basis of upstream sediment/water flow rates to a system. Model performance is evaluated by using standard statistical criteria;downstream water discharge resulting from the original multiple water inflows model using the estimated river system parameters indicate that the revised models satisfactorily describe water movement through a river system. Results obtained in the study demonstrate the applicability of the sediment transport and water flow characteristics-based simulation models in predicting downstream sediment transport and water flow rates in a river system.     

[专稿] 生态文明的自然本原

何为生态文明的自然本原?它就是良性的生态循环.生态文明的自然基础是一系列生态系统的良性循环——森林生态系统、草地生态系统、农业生态系统、湖泊生态系统、河流生态系统、海洋生态系统……等等,而良性循环的标志有二:1)为人类提供清洁的水源、新鲜的空气、优质的农-牧-渔产品、舒心的休闲景观等,这些是我们身心健康的前提,没有它们的支撑,人类文明的大厦将难以为继;2)为珍稀濒危以及土著物种提供良好的栖息之地,维持良好的生态平衡关系,增加生态系统对外界干扰的可塑性.     

Use of double mass curves in hydrologic benefit evaluations

Environmental change resulting from intensified human interventions and climate change has impacted the hydrological function of many large river systems, largely altering the production and transport of run‐off and sediment. It is thus vital to quantitatively evaluate the influence of climate change and human activities on streamflow and sediment discharge. Water balance equations, hydrological models, and comparative analyses are commonly used to fulfil this need. Double mass curves (DMCs), being one useful method for comparative analyses, are characterized by low data requirements and high transferability, and thus more practical than water balance equations and hydrological models for hydrologic benefit evaluations. However, the detailed derivation procedure of the DMC has, to date, yet been described in literature. Moreover, in previous studies, changing points of the DMC were determined either rather empirically or as the changing point of streamflow or sediment discharge (i.e., precipitation was not considered). Hence, the changing point detected may be subject to inaccuracies. This paper, for the first time, comprehensively detailed the derivation procedure of the DMC; a new way was proposed to quantitatively examine the changing point of the DMC; an example was also given to demonstrate the use of the DMC in the hydrologic benefit evaluation. It is hopeful that the method given in our paper will be widely adopted by future studies as a standard procedure to derive and use the DMC.     

山溪性城市河流水环境综合整治体系研究

分析了山溪性城市河流水环境特征及其存在的问题,提出了水安全、水环境、水景观、水文化和水经济五位一体的综合整治模式,并阐明了其综合整治的具体内容.最后以丽水市内河水环境建设工程为例,详细介绍了山溪性城市河流的防洪排涝、供水、生态用水及水质安全的保障系统、水环境保护方案、水景观和水文化建设体系及水经济开发方案,为山溪性城市水环境的综合整治提供了借鉴.