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摄食栖息地面积是反映越冬水鸟生存空间的直接指标,三峡水库运行后洞庭湖枯水期水文节律出现新的变化,给越冬水鸟摄食栖息地造成的影响尚不明确.为定量描述三峡水库枯水期不同出库流量对洞庭湖越冬水鸟摄食栖息地的影响,以洞庭湖典型的珍稀越冬水鸟——白鹤(Grus leucogeranus)为指示性候鸟,以白鹤摄食对栖息地水深需求作为关键生态因子,建立白鹤摄食对水深需求的栖息地适宜度模型.构建涵盖长江干流、三口河系、洞庭湖及其四水尾闾河段的江湖一体化耦合水动力模型,实现栖息地水动力分布特征的精确模拟.在此基础上耦合栖息地适宜度模型和水动力模型,建立了面向白鹤摄食对三峡水库出库流量需求的物理栖息地模型,量化不同出库流量对应的白鹤摄食栖息地加权可利用面积,定量分析水库运行对白鹤摄食栖息地面积的影响.结果表明:1月中旬三峡水库不同出库流量下洞庭湖白鹤潜在摄食栖息地面积保持稳定并随出库流量的增加呈增大趋势,维持在101.40~121.84 km2之间,其中东洞庭湖摄食栖息地面积在7.49~9.86 km2之间,南洞庭湖(含横岭湖)摄食栖息地面积在47.37~60.34 km2之间,西洞庭湖摄食栖息地面积在46.54~51.64 km2之间.不同湖区摄食栖息地面积随着三峡水库出库流量的增加均呈增大的趋势,说明三峡水库枯水期补水调度对于维持栖息地面积具有重要作用.较三峡水库运行前相比,白鹤摄食栖息地面积最大增加20.44 km2,对应的增幅为20.16%.成果明晰了三峡水库运行对洞庭湖白鹤摄食栖息地面积的影响规律,可为通过三峡水库补水调度改善洞庭湖越冬水鸟摄食栖息地生境提供理论基础. 相似文献
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数值模拟研究紊流问题的关键是充分考虑雷诺应力的差异,应用各向异性三维代数应力紊流数学模型(ASM)模拟研究了天然河道的次生流问题。以方形管道为算例与试验的比较表明,所应用的ASM模型精度较高;将ASM与非结构网格有机结合模拟分析河道复杂采砂坑,计算成果与前人结果类比,令人满意。ASM模型为研究河床稳定与变形提供了有力工具。分析表明,采砂坑使原稳定的水流形态发生变化,沿主流方向形成纵向涡旋导致采砂坑上游缘口冲刷,坑内的横向次生流则造成横向侵蚀;紊动特性研究表明采砂坑严重影响河床稳定。 相似文献
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Accurate determination of flushing time is crucial for maintaining sustainable production in fish culture zones(FCZs),as it represents the physical self-purification capability via tidal exchange with clean water in the outer sea.However,owing to the temporal and spatial complexity of the coastal flushing process,existing methods for determining flushing time may not be generally applicable.In this paper,a systematic method for determining the flushing time in FCZs is presented,in which bathymetry,runoff,tidal range and stratification are properly accounted for.We determine the flushing time via numerical tracer experiments,using robust 3D hydrodynamic and mass transport models.For FCZs located in sheltered and land-locked tidal inlets,the system boundary can be naturally defined at the connection with the open sea.For FCZs located in open waters,hydrodynamic tracking is first used to assess the extent of tidal excursion and thus delimit the initial boundary between clean water and polluted water.This general method is applied to all designated marine FCZs in Hong Kong for both the dry and wet seasons,including 20 sheltered FCZs(in semi-enclosed waters of Tolo Harbour,Mirs Bay,and Port Shelter) and 6 FCZs in open waters.Our results show that flushing time is the longest in inner Port Shelter(about 40 days in dry season),and the shortest for the FCZs in open waters(less than one week in dry season).In addition,the flushing time in dry season is commonly longer than that in wet season:20%~40% for most well-sheltered FCZs;2.6~4 times for the others.Our results indicate a positive correlation between the flushing time and distance to open boundary,supporting the view that the flushing time of a FCZ is closely related to its location.This study provides a solid basis for mariculture management such as the determination of carrying capacity of FCZs. 相似文献
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基于遥感信息的北京硬化地表格局特征研究 总被引：3，自引：0，他引：3
地表硬化是城市发展的重要特征之一,识别地表硬化程度对认识城市景观格局、物流、能流等社会、经济、自然过程具有重要意义.研究利用TM遥感影像,发展城市地表硬化度的遥感分析方法,提出地表硬化度指数,应用主成分回归方法,有效地拟合了地表硬化度和多光谱因子的关系(RTM=0.851,p<0.001).经统计检验:基于TM拟合的地表硬化度和真实的地表硬化度的相关性达到0.91(R=0.91).在此基础上,应用地表硬化度指数和基于目标分割的遥感分类方法,研究了北京市建城区(5环内)地表硬化度和建设密度的空间格局.结果表明:北京市城区中等(地表硬化度在50%-70%)和高密度建设用地(地表硬化度大于70%)总体比例大于70%,占绝对优势,其景观斑块的大小、形状等格局特征主导了北京城区景观格局的总体特征.但2-5环不同环带内硬化地表的格局特征明显不同.3-4环带是近20年城市发展的核心区,地表硬化格局综合体现了城市不同发展阶段的土地利用特征;2环带是老城区,以老北京胡同和文化古迹为主,高密度建设用地比例最高;5环带是城乡过渡区,以村镇、开发区为主体的高密度和中等密度建设覆盖比例为68.8%,斑块异质性较其他环带低,以林地、耕地等为主的硬化度较低的土地覆盖比例是31.2%,斑块异质性更低. 相似文献
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