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1.
基于随机森林模型的太湖水生植被遥感信息提取 总被引：3，自引：1，他引：2
水生植被作为太湖湿地的重要组分,其数量和范围变化影响着湖泊生态系统的平衡,故利用遥感技术对水生植被的空间分布开展研究有助于太湖湿地生态系统的保护.以Landsat 8多光谱遥感影像为主要数据源,利用光谱指数和图像变换方法构建多个特征变量,结合随机森林(RF)模型,提取太湖水生植被的空间分布.结果表明:(1)通过对比分析训练样本特征值的平均值、标准差和变异系数,NDVI、NDWIF、SR等指数更易于区分开敞水域和沉水植被、浮叶植被和挺水植被;(2)当设置1000棵分类树和4个分割节点的随机变量时,RF分类模型的袋外误分率小于6%,误分主要受SR、MNDWI和NDVI等特征变量影响;(3)通过验证分析,基于RF模型获得的2014年7月太湖水生植被覆盖面积约为306.0km2,分类精度为88.56%(Kappa系数为0.88),主要分布在湖体的东部和南部,以沉水和浮叶植被为主,两者占水生植被覆盖总面积的84.9%. 相似文献
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为削减东太湖养殖污染,改善湖泊水质,苏州市于2018年底基本完成东太湖养殖围网拆除工作.围网拆除后,湖泊生态环境对此如何响应,已成为学者及相关管理部门关注的重点.水生植被在维持湖泊生态系统平衡、物质循环和净化水质方面发挥着重要的作用,是诊断湖泊生态系统健康状态的关键指标.本研究基于Sentinel-2卫星数据,利用分类决策树模型和基于生活史的沉水植被优势种群提取方法,监测了东太湖2017年(围网拆除前)和2019年(围网拆除后)的水生植被类群和沉水植被优势种群的空间分布.经验证,水生植被类群监测精度为82.66%,Kappa系数为0.77;沉水植被优势种群的监测精度为62.08%,Kappa系数为0.56.结果表明:围网拆除后,东太湖水生植被优势类群由围网拆除前的沉水植被转变为浮叶植被;沉水植被分布面积减少,且种群由优势度相差不大的七大优势种群逐步向菹草和伊乐藻占据绝对优势发展,逐渐趋于单一化. 相似文献
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太湖康山湾示范区水生植物对水体氮、磷控制的适用性分析 总被引：2，自引：1，他引：1
为重建湖泊水生植被,改善太湖局部水域水质,在太湖康山湾示范区两个大型围隔进行了两种类型水生植物重建.通过2010年8月-2011年8月的现场采样及分析测定发现,人工控制条件下,浮叶植物荇菜和菱以及沉水植物马来眼子菜的重建效果较好,在其生长季节具有较高的覆盖度;研究表明,控制风浪及提高透明度是恢复水生植被的前提;植被重建区沉水植物氮、磷含量与浮叶植物差别不大,但浮叶植物重建区水体氮、磷浓度的控制比沉水植物重建区好;从经济及水环境效益角度来看,太湖敞水区的沿岸带由于风浪的控制比较困难,恢复水生植被时,应选择浮叶植物荇菜、菱、沉水植物马来眼子菜等抗风浪能力强的物种.本研究为太湖敞水区沿岸带的生态恢复方案制定提供了理论依据. 相似文献
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滇池东北部沿岸带生态修复技术研究及工程示范--生态修复目标的确定及其可行性分析 总被引：8，自引：0，他引：8
连续6年对星湖仙女湖区水生植被种类、分布、生物量、水体状况进行了调查研究;共采集到水生植物24种,隶属于18科23属,可分为挺水植被、漂浮植被、浮叶植被和沉水植被4种生活型和8个植物群丛,其中苦草群丛占水生植被生物量70％以上,密齿苦草为绝对优势种;2004年与1999年比较,星湖仙女湖水体叶绿素a增加142％,透明度下降54％,水生植被盖度和生物量减少99％,水生植被群落结构趋于简化、多样性下降;星湖仙女湖水生植被发生逆向演替的主要原因是水体污染负荷增加和渔业生产的影响,削减污染负荷和控制渔业生产是促进星湖仙女湖水生植被恢复的重要途径． 相似文献
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淀山湖水生维管束植物群落研究 总被引：15，自引：1，他引：15
论述了淀山湖水生维管束植物的种类组成、分布、群落类型、群落的数量特征及演替。结果是:（1）湖中分布有26种水生维管束植物,隶属16科,21属;其优势种为苦草、菹草、马来眼子菜、芦苇等。（2）湖中水生植被呈不规则环带状分布,并可划分为挺水、浮叶、沉水三个植物带,12个主要水生维管束植物群落。（3）水生维管束植物的重要值以苦草最大,茨藻属植物最小。（4）淀山湖水生维管束植物群落有由沉水型向浮叶型、挺水型或漂浮型过渡的趋势。 相似文献
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浅型富营养湖泊的生态恢复——五里湖水生植被重建实验 总被引：26，自引：4，他引：26
依据浅型湖泊生态系统的多稳定态理论,在富营养湖泊治理过程中,当外来污染得到有效控制时,通过人工重建水生植被可以加速湖泊的生态恢复。在五里湖中,挺水植物和浮叶植物都能很好地生长,水底光照不足是沉水植物难以生长的主要原因。在自然条件下建成了永久性挺水植物群落和浮叶植物群落,在人工控制的围隔环境中改善了水底光照条件,建成了沉水植物群落。但这些沉水植物仍不能渡过夏季,主要原因是湖水过深和水温较高,降低水位和建造人工浅滩可为五里湖沉水植被恢复创造有利条件。本研究可为富营养水体的水质控制和植被恢复提供多种实用技术,但在水生植被的结构与环境功能等方面仍需开展深入的定量研究。 相似文献
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以9期Landsat TM/ETM+影像为数据源,基于K-T变换和归一化植被指数(NDVI),建立了湖泊蓝藻水华信息提取的决策树模型.基于大气顶面反射率图像,选用2005年10月17日太湖图像进行了对比验证,表明决策树模型比单波段阈值法、多波段阈值法(RVI、DVI、NDVI)能够更有效地提取蓝藻水华信息,区分陆生植被、水生植物和水华,省去了水体掩膜的过程.使用太湖2002年10月25日和2011年7月22日图像、巢湖2005年8月12日的图像,验证决策树模型方法和工作流程的有效性.使用多期TM图像确定了阈值的取值范围,其中,亮度、绿度、NDVI的下限值依次为0.191、-0.007、-0.054,湿度下限范围为0.07~0.15;亮度阈值上限范围为0.3~0.7、绿度为0.2~0.5、湿度为0.1~0.3,这些结果可作为湖泊蓝藻水华遥感监测的参考. 相似文献
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湖北长湖水生植物多样性及群落演替 总被引：4，自引：0，他引：4
在2011年的调查基础上,结合已有资料,研究长湖水生植物多样性、群落特征、水生植被分布现状及水生植物多样性的动态变化和群落演替规律,探讨驱动水生植物群落演替的主导因素.结果显示长湖现有水生植物95种,水生植物优势群落12个.与1985年相比,长湖水生植物无论是在优势种还是优势群落上均发生了巨大变化,从原来以沉水植物为主的优势群落逐步演替为以挺水植物+漂浮浮叶植物为优势的水生植物群落.同时水生植被分布面积急剧缩小,生物量显著下降,2011年全湖水生植被覆盖率仅为4.2%,单位面积平均生物量只有2001年的10%,全湖生物总量相比于2006年下降了88.5%.分析表明,大规模围网养殖等人为干扰活动及水体富营养化是致使长湖水生植物多样性显著下降和群落发生逆向演替的主要原因. 相似文献
10.
2010-2017年太湖总磷浓度变化趋势分析及成因探讨 总被引：4，自引：0，他引：4
近年来，太湖流域各省市政府加大治理力度，流域水体水质取得明显好转，氨氮浓度和总氮浓度呈大幅度下降趋势，然而太湖水体总磷浓度呈上升趋势.为探讨太湖总磷浓度升高的原因，采用太湖流域管理局2010年以来的水质水量实测数据、遥感监测数据等，分别从太湖入湖河流污染负荷量、水生植被和蓝藻与总磷浓度的关系3个方面进行相关性分析.结果表明，入湖河流总磷浓度高于太湖水体总磷浓度，且磷不易出湖，逐年总磷净入湖量持续累积与太湖总磷浓度有明显的正相关性，入湖污染负荷量大是太湖总磷浓度居高不下的根本原因；水生植被可吸收湖泊沉积物中的营养盐，并抑制底泥再悬浮从而降低内源性营养盐的释放，东太湖水生植被的大量减少，一方面减少了沉水植物对磷元素的吸收，另一方面增加了风浪对底泥的扰动再悬浮，造成磷元素释放，是造成湖水总磷浓度升高的重要因素；近年来太湖蓝藻密度呈上升趋势，受其影响，总磷浓度也有上升，蓝藻水华加快湖体磷循环，藻类密度增加也是太湖总磷浓度升高的影响因素之一. 相似文献
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2004年12月26日和2005年3月29日印度尼西亚苏门答腊西北海域相继发生了2次巨大地震,云南地区的地下水位观测记录到了这2次地震的大量信息。文中给出了云南水位数字和模拟记录到的印尼2次巨大地震的响应情况,并对其进行了初步分析。认为:目前的水位模拟记录较数字化记录能更清晰地看到巨大地震引起的水位异常变化过程;大震引起的水位上升和下降可能是地震波的作用改变了构造单元的应力所致,并与井点的地质构造部位有关;同一井孔对同一断层上破裂方式一致的大地震的响应方式是一致的,只是对震级大的地震响应幅度大,震级减小,响应幅度亦减小 相似文献
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Two great earthquakes occurred in the sea northwest of Sumatra, Indonesia, on December 26, 2004 and March 29,2005. The observation of water levels in Yunnan yielded abundant information about the two earthquakes. This paper presents the water level response to the two earthquakes in Yunnan and makes a preliminary analysis. It is observed that the large earthquake- induced abnormal water level change could be better recorded by analog recording than by digital recording. The large earthquake-caused water level rise or decline may be attributed to the effect of seismic waves that change the stress in tectonic units, and is correlated with the geological structure where the well is located. The water level response mode in a well is totally the same for earthquakes occurring on the same fault and with the same fracture mode. The only difference is that the response amplitude increases with the growth of the earthquake magnitude. 相似文献
14.
Institutional conditions for IWRM: the Israeli case 总被引：3，自引：1，他引：2
Fischhendler I 《Ground water》2008,46(1):91-102
Many places in the world are experiencing a water crisis. This water crisis is attributed to a governance crisis, whereas often fragmented institutional and physical water structures are used to explain a policy of overexploitation. The Israeli water system, which adopted integrated water resource management (IWRM), is often cited as a model for other countries struggling with fragmented water systems. Yet, despite the exceptional degree of integration, Israel in the past two decades has adopted an unsustainable water policy. The aim of this study is to understand this failure and thereby to postulate on the institutional conditions required for successful implementation of IWRM. The study focuses on the politics of water allocation during the drought of 1999 to 2002. It was found that the failure originates in setting administrative divisions in the decision-making process and in differential checks, with no balances implicitly instituted within the integrated water system. These two factors have resulted in a water system that is physically integrated but is not coupled by a balanced institutional structure. This case study teaches us that when reforming the water sector along IWRM lines, measures must be taken to ensure that the physical integration coincides with a balanced institutional integration-otherwise the results may be worse than if there were no integration at all. 相似文献
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2019年长宁M6.0地震和2018年兴文M5.7地震引起了华蓥山断裂及其附近区域8口观测井水位不同程度的响应变化。 本文对比分析各观测井水位的同震响应特征, 从地震波能量密度、 同震破裂体应变、 含水层渗透性参数变化以及断裂带控制作用几个方面探讨了其同震响应机理。 结果显示, 井水位同震响应的幅度与地震波能量密度有一定关系; 2019年长宁M6.0地震引起的井水位同震响应形态符合同震破裂体应变四象限空间分布特征, 但2018年兴文M5.7地震则不符合; 两次地震引起的含水层渗透性参数变化存在空间上的不一致性和单点各向异性, 并且断裂带自身的水文条件对井水位同震响应形态和幅度有一定的控制作用。 综合分析认为, 目前已有的几种机理无法完全解释两次地震引起的井水位同震响应现象。 相似文献
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Evaluation of the water quality at Tahtali dam watershed in Izmir-Turkey by means of statistical methodology 总被引：1，自引：1，他引：0
Hatim Elhatip M. Ali Hınıs Necati Gülbahar 《Stochastic Environmental Research and Risk Assessment (SERRA)》2008,22(3):391-400
Sustaining the human ecological benefits of surface water requires carefully planned strategies for reducing the cumulative risks posed by diverse human activities. Municipal governments in Izmir City play a key role in developing solutions to surface water management and protection. Therefore, several methodologies are carried out to develop new solutions for protecting available water resources. In the present study, the major chemical loads of surface water at the Tahtal? dam reservoir were evaluated statistically by using monthly averaged values of the measured parameters. Here, the SPSS and NCSS statistical programs were applied during the statistical analyses. Analyses were carried out in two stages. In the first part of the statistical analyses, the mean, median, minimum, maximum, 25th and 75th quartiles were calculated. In second part, the data were investigated by using statistical median test, normality test, parametric and non-parametric correlation and regression analyses. These methods were performed on water quality data taken from four sample sites representing the recharge and discharge areas at the Tahtal? dam. The Median test is applied to check if medians of water quality data from four sample sites (Derebo?az?, Bulgurca, Menderes and Gölcükler) are equal or not. Commonly a non-parametric test (distribution-free test) is used to compare two independent groups of sampled data. Since there are more than two groups in independent group comparison, Kruskal–Wallis test is applied instead of Mann–Whitney U test. Finally, the main objective of using statistical analyses in third research is to estimate the types of pollution sources, the level of pollution and its environmental impacts on the Tahtal? dam reservoir by means of statistical methodology. 相似文献
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地热井的观测规范要求尽可能将水温传感器放置在井下深处, 一般放置深度应当大于100 m, 小于200 m。 然而, 近几年的观测结果表明, 水温传感器的放置深度对水温动态特征的影响较大。 在多数观测井中, 同井水温与水位的时值动态、 潮汐效应、 同震响应及震后阶变等动态特征的相关性或一致性, 多与水温传感器的放置深度有关。 本文主要探讨了传感器放置深度对水温动态特征的影响, 水温传感器放置在观测含水层中, 都受井—含水层间水流运动的影响, 会造成水温动态随井水位变化而变化; 当放置在观测含水层下部时, 水温动态则不受井水位变化的影响, 多表现为动态相对稳定。 其原因是水温动态的形成受水热动力学与地热动力学两种不同机制的控制, 此外, 井—含水层系统的条件也会产生影响。 相似文献
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基于全国地震地下流体台网数据,分析了芦山MS 6.1、马尔康MS 6.0地震引起的地下流体井水位、水温同震响应特征。结果表明,对于芦山MS 6.1地震水位同震响应观测井数量较多,以上升变化为主,同震变化幅度较大;而对于马尔康MS 6.0地震水位同震响应观测井数量较少,以振荡为主,变化幅度较小;2次地震引起的水位同震响应能力均强于水温测项,水温记录同震响应的前提是同井能记录到水位同震变化;2组地震引起的同震响应特征差异主要与震源机制解、台站分布密度、同震响应机理不同等有关。 相似文献
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Numerical simulations of dilatational waves in an elastic porous medium containing two immiscible viscous compressible fluids indicate that three types of wave occur, but the modes of dilatory motion corresponding to the three waves remain uncharacterized as functions of relative saturation. In the present paper, we address this problem by deriving normal coordinates for the three dilatational waves based on the general poroelasticity equations of Lo et al. 2005 [13]. The normal coordinates provide a theoretical foundation with which to characterize the motional modes in terms of six connecting coefficients that depend in a well defined way on inertial drag, viscous drag, and elasticity properties. Using numerical calculations of the connecting coefficients in the seismic frequency range for an unconsolidated sand containing water and air as a representative example relevant to hydrologic applications, we confirm that the dilatational wave whose speed is greatest corresponds to the motional mode in which the solid framework and the two pore fluids always move in phase, regardless of water saturation, in agreement with the classic Biot theory of the fast compressional wave in a water-saturated porous medium. For the wave which propagates second fastest, we show, apparently for the first time, that the solid framework moves in phase with water, but out of phase with air [Mode (III)], if the water saturation is below about 0.8, whereas the solid framework moves out of phase with both pore fluids [Mode (IV)] above this water saturation. The transition from Mode (III) to Mode (IV) corresponds to that between the capillarity-dominated region of the water retention curve and the region reflecting air-entry conditions near full water saturation. The second of the two modes corresponds exactly to the slow compressional wave in classic Biot theory, whereas the first mode is possible only in a two-fluid system undergoing capillary pressure fluctuations. For the wave which has the smallest speed, the dilatational mode is dominated by the motions of the two pore fluids, which are always out of phase, a result that is consistent with the proposition that this wave is caused by capillary pressure fluctuations. 相似文献
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Valery J. Terwilliger 《地球表面变化过程与地形》1990,15(6):553-570
Influences of vegetation on shallow (< 1 m) soil slip formation through modification of soil water was investigated on hillsides covered by verdant chaparral (dense shrubland), and burned vegetation in the Transverse Ranges of California. Per cent available water and hydraulic potentials were obtained from electrical resistance blocks and tensiometers for one year in soils under burned and unburned vegetation on three slopes. Soil remained moister during a dry period under burned vegetation than under unburned chaparral on two of the three slopes studied. Daily increases in per cent available water and hydraulic potential of soils were greatest for a given storm where soil was driest prior to the storm. Furthermore, water levels in soil tended to be greatest for a given storm where soil water levels had been lowest prior to the storm. These two findings were corroborated by laboratory wetting trials on undisturbed soils of vastly differing mechanical properties in that initially drier soils always absorbed water faster and became wetter than initially moister soils. In the field, soil water levels became similarly high under all vegetation after several storms and varied little throughout the remainder of the wet season. These results contradict the common assumption that depletion of soil water by vegetation would result in slower saturation rates and hence greater resistance of a soil mass to slippage. 相似文献