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1.
不同生活型水生植物对水环境的影响和碳固持能力不同,开展大尺度范围内不同生活型水生植物的时空分布和动态变化研究,是全面掌握湖泊水生态环境变化趋势、准确核算水生生态系统碳源/碳汇的前提。以长江中下游10 km2以上(共131个)的湖泊为研究对象,基于野外调查和先验知识,通过光谱分析,研发了不同生活型水生植物遥感高精度机器学习识别算法,解析了长江中下游湖泊群不同生活型水生植物的时空变化规律。研究表明,长江中下游湖泊群不同生活型水生植物遥感监测精度为0.81,Kappa系数为0.74;1986—2020年长江中下游湖泊群水生植物面积为2541.58~4571.42 km2,占湖泊总面积的15.99%~28.77%,沉水植物是优势类型(Max1995=2649.21 km2,Min2005=921.38 km2),其次是挺水植物(Max2005=1779.44 km2,Min2020=569.05 km2)和浮叶植物(Max2015=685.68 km2,Min2000=293.04 km2);水生植物主要分布在长江干流流域湖泊群,其次是鄱阳湖流域、洞庭湖流域、太湖流域和汉江流域;变化趋势上,1986—2020年长江中下游湖泊群水生植物面积呈现先增长(1986—1995年)、后下降(1995—2010年)、再增加(2010年后)的趋势。本研究可为长江中下游湖泊群生态环境调查及水环境管理提供重要参考。  相似文献   

2.
鄱阳湖流域径流模型   总被引:8,自引:4,他引:4  
流域径流是鄱阳湖主要来水,建立鄱阳湖流域径流模型对揭示湖泊水量平衡及其受流域自然和人类活动的影响具有重要意义.针对鄱阳湖-流域系统的特点:流域面积大(16.22×104km2)、多条入湖河流、湖滨区坡面入湖径流等,研究了相应的模拟方法,建立了考虑流域土壤属性和土地利用空间变化的鄱阳湖流域分布式径流模型.采用6个水文站1991-2001年的实测河道径流对模型进行了率定和验证.结果显示,模型整体模拟精度较高.其中,赣江、信江和饶河均取得了较好的模拟结果,月效率系数为0.82-0.95;抚河和修水模拟精度略低,为0.65-0.78.模型揭示了研究时段内年平均入湖径流总量为1623×108m3,其中,赣江最多,占47%,其次为信江和抚河,分别占13%和12%,湖滨区坡面入湖径流约占4%,其余24%来自饶河、修水以及其它入湖支流.模型将用于评估流域下垫面或气候变化引起的入湖水量变化,为湖泊水量平衡计算提供依据.  相似文献   

3.
人为干扰和气候变化会改变湖泊水位状态,明确不同水位条件下湖泊沉积物有机碳矿化特征及其影响因素,对了解内陆水生态系统碳循环具有重要意义.为探究干旱区典型盐湖沉积物有机碳矿化速率对水位变化的响应,以巴里坤湖干涸湖底原状沉积物为研究对象,初步探究了0(T1)、-9(T2)、-23(T3)、-34(T4)和-45 cm(T5)水位处理对沉积物有机碳矿化速率的影响.结果表明,T1、T2和T3处理有机碳矿化速率在试验初期较高(0~10 d),10 d后缓慢下降,T4和T5处理有机碳矿化速率呈先增加后降低趋势;T1(1.718 μmol/(m2·s))与T3(1.784 μmol/(m2·s))处理有机碳矿化速率不存在显著差异,T1处理有机碳矿化速率是T2、T4和T5处理的1.09、3.31和3.57倍,不同处理有机碳累积矿化量表现为T3 > T1 > T2 > T4 > T5.有机碳累积矿化量(Ct)占沉积物有机碳(C0)的比例(Ct/C0)介于0.012~0.044之间,沉积物有机碳潜在排放量(Ci)占C0的比例(Ci/C0)介于0.018~0.045之间;水位降低,沉积物有机碳矿化常数(k值)减小,T1处理k值最大(0.137 d),T4处理最小(0.032 d).线性方程Cr=0.008x+0.488能较好地模拟有机碳矿化速率(Cr)与水位(x)的关系;不同水位处理有机碳矿化速率与模拟柱中沉积物5 cm温度呈显著的指数函数关系,T4、T5处理有机碳矿化温度敏感系数(Q10)显著高于T1、T2和T3处理,即水位降低增加了巴里坤湖干涸湖底沉积物Q10.因此,就巴里坤湖干涸湖底沉积物而言,水位从0 cm降至-45 cm时有机碳矿化速率降低,Q10增加;反之水位上升则会促进有机碳矿化分解,Q10降低.水位持续下降抑制有机碳矿化可能是维持干旱区盐湖沉积物碳库稳定的机制之一.  相似文献   

4.
湖泊水面与大气之间垂直方向的动量、水汽和热量通量与风速、湿度和温度梯度之间存在比例关系,因此在湖泊水-气相互作用研究中,这比例系数(交换系数)是关键因子.在以往的研究中,交换系数通常直接采用水面梯度观测法或海洋大气近地层的参数化方案进行计算.本文采用涡度相关系统和小气候系统仪器在太湖平台上直接观测的通量和气象要素,对上述交换系数(最小均方差原则)进行优化,结果为:动量交换系数CD10N=1.52×10-3、水汽交换系数CE10N=0.82×10-3、热量交换系数CH10N=1.02×10-3,与其他内陆湖泊涡度相关观测数据的推导结果一致.本文的研究结果表明:与海洋参数化方案相比,在相同的风速条件下,湖面的空气动力学粗糙度比海洋高,这可能是由于受到水深的影响;如果采用海洋参数化方案,会导致湖泊年蒸发量的估算值偏大40%.太湖的动量、水汽和热量交换系数可以视为常数,可以不考虑稳定度和风速的影响.这是因为本文中83%的数据为近中性条件.敏感性分析表明:如果考虑稳定度的影响,LE模拟值的平均误差降低了0.5 W/m2,H的平均误差降低了0.4 W/m2,u*的计算值没有变化;如果考虑风速的影响,u*模拟值的平均误差降低了0.004 m/s,LE的平均误差升高了1.3 W/m2,H的模拟结果几乎不受影响.这一结果能为湖气相互作用研究提供参考.  相似文献   

5.
赵紫凡  孙欢  苏雅玲 《湖泊科学》2019,31(4):1088-1098
湖泊生态系统作为自然界重要的碳库,光照强度的变化对于湖泊的碳循环过程可能产生重要的影响.以云南老君山高山湖泊天才湖周边土壤中的腐殖酸作为外源溶解性有机物(DOM)的代表物,通过腐殖酸模拟光降解实验,考察光照强度对外源DOM光降解过程的影响.研究结果表明:腐殖酸光吸收系数a440、465 nm和665 nm波长处吸光度比值E4/E6的下降幅度均为:对照组 < 20 W光照组 < 40 W光照组,a440、E4/E6和光谱斜率SR显著相关,表明紫外辐射使得腐殖酸溶液浓度降低、相对分子量下降,且光照强度越强,腐殖酸的光降解程度越大.通过EEM-PARAFAC模型识别出光降解过程中腐殖酸溶液中含有5种荧光组分:UV类腐殖质(C1)、UVA类腐殖质(C2)、类色氨酸(C3)、UVC类腐殖质(C4)和类络氨酸(C5).40 W光照组中4种荧光组分的降解程度与降解速率均大于20 W光照组,降解程度均为:C4 > C3 > C2 > C1,降解速率为C2 > C4 > C3 > C1,说明不同的荧光组分对光照强度的响应不同.该研究有助于阐明外源DOM的光降解途径与归趋.  相似文献   

6.
我国快速的城镇化过程造成了河流氮、磷等营养盐的污染和潜在的水体富营养化问题.对城镇流域水体氮、磷污染特征及其演变趋势的识别具有重要意义.本研究选取长三角典型城镇地区宁波市北仑区小浃江流域为研究对象,在流域内根据空间分布、土地利用类型、人类活动强度等情况布设样点,于2017年夏季和冬季采集水样,研究流域水体氮、磷污染的时空分布特征并分析其污染来源和评估其富营养化水平.结果表明:流域内铵态氮(NH4+-N)、;硝态氮(NO3--N)、亚硝态氮(NO2--N)、总氮(TN)、总磷(TP)和叶绿素a(Chl.a)浓度范围分别为0.63~3.25 mg/L、0.52~3.75 mg/L、0.02~0.22 mg/L、1.61~12.86 mg/L、0.02~0.74 mg/L和0.6~60.57 μg/L.各个采样点氮、磷分布具有较大的空间异质性和季节变化规律.富营养化综合指数EI评估结果显示,整个流域富营养化程度属于贫至中营养级.氮、磷浓度与土地类型面积占比的Spearman相关性统计表明,100 m缓冲区建设用地面积占比与NH4+-N、NO2--N、TN、溶解氧(DO)浓度具有显著相关性,湿地面积占比与DO浓度呈显著正相关.汇水区域内林地面积占比与NH4+-N、NO2--N、TP、PO43--P、COD、Chl.a浓度呈显著负相关,与DO浓度呈显著正相关.相关性分析和冗余分析表明城镇化的面源污染及可能存在的点源污染是小浃江流域氮、磷污染的主要来源.因此,在小浃江流域100 m范围内,控制建设用地的规模和污染排放是减轻流域氮、磷污染的主要途径.在汇水区域内,增加林地植被的面积对减少氮、磷污染具有重要影响.  相似文献   

7.
水体光学衰减特性直接影响湖泊的清澈程度和沉水植被的生存,利用遥感技术获取湖泊光学衰减分布特性能极大提高效率.基于2017—2019年的原位调查数据,利用Landsat 8 OLI影像开发了大冶湖水体光学衰减系数(Kd)的遥感反演模型,并分析大冶湖水体Kd的多年时空分布特性与驱动机制,以期为大冶湖流域的修复与管理提供参考.结果表明:波段比二次模型Kd=9.61(B1/B4)2-2.41(B1/B4)-6.40效果最好,精度达到R2=0.79,MAPE=23.9%,RMSE=0.89 m-1.大冶湖水体Kd值的主要影响因素为悬浮物和浊度等,其次为有色溶解性有机物和叶绿素a.大冶湖Kd值分布在空间上由西向东逐渐递减,但局部也受到风速、陆源输入、人为活动和微生物活动等的影响,季节上平均以夏季最高、冬季最低.2013年以来大冶湖水体Kd值整体呈现下降趋势.  相似文献   

8.
云南程海浮游植物初级生产力的时空变化及其影响因子   总被引:1,自引:0,他引:1  
2016年4月-2017年2月,采用黑白瓶法研究了云南程海单点(码头点位)浮游植物初级生产力的垂直分布及其季节变化,同时基于全湖9个点位的现场调查和生产力垂向归纳模型(VGPM)估算并探讨了程海浮游植物初级生产力的时空变化及其主要影响因子.结果显示,码头点位的年均(均值±标准误)水柱(0~3 m)总初级生产力(GPPC)、净初级生产力(NPPC)和呼吸消耗量(RC)分别为5.40×103±0.64×103、2.36×103±0.63×103和3.06×103±0.82×103 mg O2/(m2·d);不论春夏季(4-8月)、秋冬季(9月-次年2月)还是全年,码头点位的单位生物量GPP(GPP/Chl.a)和单位生物量NPP(NPP/Chl.a)的最大值和最小值均分别出现在水下0.5 m和3.0 m处.经VPGM估算,程海全湖的初级生产力(PPeu)年均值为6.54×103±0.30×103 mg C/(m2·d)(2.74×103~18.62×103 mg C/(m2·d)).PPeu的时空变化方面,春夏季是PPeu快速上升的时节,秋冬季PPeu的月变化则呈波动状态,春夏季与秋冬季PPeu无显著性差异;PPeu整体空间异质性较弱,仅在降水最为充沛的7、8月表现出南北向的异质性,这与降水条件和流域营养盐输入的空间异质性有关.回归分析发现,虽然程海PPeu的主要影响因子具有季节异质性,但不论春夏季、秋冬季还是全年,浮游植物生物量均是重要的影响因子,水温亦是春夏季的重要影响因子.  相似文献   

9.
模型估算法是水-气界面甲烷(CH4)通量监测的主要方法.本研究选择6种不同的参数化模型方法估算了2015年6、8和10月两个亚热带河口养殖塘水-气界面CH4传输速率(kx)及其扩散通量,探讨了河口养殖塘kx及CH4扩散通量的变化特征和影响因子.结果表明:研究期间,不同模型估算下的kx及其扩散通量均值在闽江河口养殖塘变化范围分别为1.60±0.75~6.29±1.30 cm/h和9.19±2.67~30.64±6.28 μmol/(m2·h),在九龙江河口养殖塘的变化范围分别为0.89±0.19~6.07±0.61 cm/h和3.18±0.48~21.03±2.13 μmol/(m2·h);kx及其扩散通量在两个河口区均呈现随时间推移而升高的特征;整个养殖期间,养殖塘水-气界面平均CH4传输速率kx呈现闽江河口略高于九龙江河口(P>0.05),但水-气界面平均CH4扩散通量呈现闽江河口显著高于九龙江河口的特征(P<0.05);风速、水体溶解CH4浓度和盐度是调控河口区养殖塘水-气界面CH4扩散通量变化的重要因子;不同模型估算出的河口养殖塘水-气界面CH4传输速率kx存在差异,表明模型估算法获得的水-气界面CH4扩散通量存在一定的不确定性.  相似文献   

10.
利用邓肯-张模型进行参数反演时,不同的参数反演策略会存在不适定问题。结合参数反演的函数图形分析,指出在邓肯-张模型参数反演的过程中,基于φ反演Et,基于c反演Et,基于c,φ反演Et时都会存在两种不适定问题。基于函数导数分析方法,结合莫尔-库仑准则表达式,解释邓肯-张模型参数反演产生两种不适定问题的原因,并提出消除方法。结果表明,邓肯-张模型参数的表达式是产生两种不适定问题的根源。  相似文献   

11.
Research to date affirmed the key role of stream–aquifer interactions in integrated water resources management. The importance of river hydrodynamics on the spatial and temporal behaviour of groundwater was, however, not yet fully investigated. In contrast to the common approach where topography-based estimates of riverbed elevation may lead to inappropriate discretization and constant river stages, this study couples a fully hydrodynamic and one-dimensional river model to a two-dimensional catchment hydrological model. The surface and subsurface runoff, groundwater, and river components are integrated into a single modelling framework. The coupled model was applied to a medium sized catchment in Belgium with three model setups, in which the level of detail of representation of river hydrodynamics varies. Further model iterations were carried out for the most exhaustive setup to assess the importance of the bi-directional interactions between model components. Results show that higher details of river hydrodynamics help to improve the simulation of time-averaged groundwater levels. However, the impacts were not that clear for the time-varying groundwater levels. Moreover, visual and statistical model performance evaluation indicates a strong enhancement of the coupled models compared to the output from the hydrological model with respect to river discharge observations at catchment outlet and at internal stations. It also reveals the impact of river hydrodynamics on groundwater discharges when the most detailed setting delivered the highest performance among the three coupled models.  相似文献   

12.
Snow and glacial melt processes are an important part of the Himalayan water balance. Correct quantification of melt runoff processes is necessary to understand the region's vulnerability to climate change. This paper describes in detail an application of conceptual GR4J hydrological model in the Tamor catchment in Eastern Nepal using typical elevation band and degree‐day factor approaches to model Himalayan snow and glacial melt processes. The model aims to provide a simple model that meets most water planning applications. The paper contributes a model conceptualization (GR4JSG) that enables coarse evaluation of modelled snow extents against remotely sensed Moderate Resolution Imaging Spectroradiometer snow extent. Novel aspects include the glacial store in GR4JSG and examination of how the parameters controlling snow and glacial stores correlate with existing parameters of GR4J. The model is calibrated using a Bayesian Monte Carlo Markov Chain method against observed streamflow for one glaciated catchment with reliable data. Evaluation of the modelled streamflow with observed streamflow gave Nash Sutcliffe Efficiency of 0.88 and Percent Bias of <4%. Comparison of the modelled snow extents with Moderate Resolution Imaging Spectroradiometer gave R2 of 0.46, with calibration against streamflow only. The contribution of melt runoff to total discharge from the catchment is 14–16% across different experiments. The model is highly sensitive to rainfall and temperature data, which suffer from known problems and biases, for example because of stations being located predominantly in valleys and at lower elevations. Testing of the model in other Himalayan catchments may reveal additional limitations. © 2016 The Authors. Hydrological Processes published by John Wiley & Sons Ltd.  相似文献   

13.
Abstract

In this study, transferability options of the Hydrologiska Byråns Vattenbalansavdelning (HBV) hydrological model parameter (MP) spaces were investigated to estimate ungauged catchment runoff. Three approaches were applied in the study: MP space transfer from single, neighbouring and all potential donor catchments. The model performance was evaluated by a jackknife procedure, where one catchment at a time was treated as if ungauged, and behavioural MP sets from candidate donor catchments were used to estimate the “ungauged” runoff. The results showed that ungauged catchment runoff estimation could not be guaranteed by transferring MP sets from a single physiographically nearest donor catchment. Integrating MP sets typically from one to six donor catchments supplemented the lack of effective MP sets and improved the model performance at the ungauged catchments. In addition, the analysis results revealed that the model performance converged to an average performance when the MP sets of all potential donor catchments were integrated.  相似文献   

14.
Rainfall–runoff models with different conceptual structures for the hydrological processes can be calibrated to effectively reproduce the hydrographs of the total runoff, while resulting in water budget components that are essentially different. This finding poses an open question on the reliability of rainfall–runoff models in reproducing hydrological components other than those used for calibration. In an effort to address this question, we use data from the Glafkos catchment in western Greece to calibrate and compare the ENNS model, a research-oriented lumped model developed for the river Enns in Austria developed for the river Enns in Austria, with the operational MIKE SHE model. Model performance is assessed in the light of the conceptual/structural differences of the modelled hydrological processes, using indices calculated independently for each year, rather than for the whole calibration period, since the former are stricter. We show that even small differences in the representation of hydrological processes may impact considerably on the water budget components that are not measured (i.e. not used for model calibration). From all water budget components, direct runoff exhibits the highest sensitivity to structural differences and related model parameters.
EDITOR M.C. Acreman

ASSOCIATE EDITOR S. Huang  相似文献   

15.
Abstract

Flood frequency estimation is crucial in both engineering practice and hydrological research. Regional analysis of flood peak discharges is used for more accurate estimates of flood quantiles in ungauged or poorly gauged catchments. This is based on the identification of homogeneous zones, where the probability distribution of annual maximum peak flows is invariant, except for a scale factor represented by an index flood. The numerous applications of this method have highlighted obtaining accurate estimates of index flood as a critical step, especially in ungauged or poorly gauged sections, where direct estimation by sample mean of annual flood series (AFS) is not possible, or inaccurate. Therein indirect methods have to be used. Most indirect methods are based upon empirical relationships that link index flood to hydrological, climatological and morphological catchment characteristics, developed by means of multi-regression analysis, or simplified lumped representation of rainfall–runoff processes. The limits of these approaches are increasingly evident as the size and spatial variability of the catchment increases. In these cases, the use of a spatially-distributed, physically-based hydrological model, and time continuous simulation of discharge can improve estimation of the index flood. This work presents an application of the FEST-WB model for the reconstruction of 29 years of hourly streamflows for an Alpine snow-fed catchment in northern Italy, to be used for index flood estimation. To extend the length of the simulated discharge time series, meteorological forcings given by daily precipitation and temperature at ground automatic weather stations are disaggregated hourly, and then fed to FEST-WB. The accuracy of the method in estimating index flood depending upon length of the simulated series is discussed, and suggestions for use of the methodology provided.
Editor D. Koutsoyiannis  相似文献   

16.
Potential hydrological impacts of climate change on long‐term water balances were analysed for Harp Lake and its catchment. Harp Lake is located in the boreal ecozone of Ontario, Canada. Two climate change scenarios were used. One was based on extrapolation of long‐term trends of monthly temperature and precipitation from a 129‐year data record, and another was based on a Canadian general circulation model (GCM) predictions. A monthly water balance model was calibrated using 26 years of hydrological and meteorological data, and the model was used to calculate hydrological impact under two climate change scenarios. The first scenario with a warmer and wetter climate predicted a smaller magnitude of change than the second scenario. The first scenario showed an increase in evaporation each month, an increase in catchment runoff in summer, fall and winter, but a decrease in spring, resulting in a slight increase in lake level. Annual runoff and lake level would increase because the precipitation change overrides evaporation change. The second scenario with a warmer, drier climate predicted a greater change, and indicated that evaporation would increase each month, runoff would increase in many months, but would decrease in spring, causing the lake level to decrease slightly. Annual runoff and lake level would decrease because evaporation change overrides precipitation change. In both scenarios, the water balance changes in winter and spring are pronounced. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

17.
18.
Several rainfall measurement techniques are available for hydrological applications, each with its own spatial and temporal resolution and errors. When using these rainfall datasets as input for hydrological models, their errors and uncertainties propagate through the hydrological system. The aim of this study is to investigate the effect of differences between rainfall measurement techniques on groundwater and discharge simulations in a lowland catchment, the 6.5‐km2 Hupsel Brook experimental catchment. We used five distinct rainfall data sources: two automatic raingauges (one in the catchment and another one 30 km away), operational (real‐time and unadjusted) and gauge‐adjusted ground‐based C‐band weather radar datasets and finally a novel source of rainfall information for hydrological purposes, namely, microwave link data from a cellular telecommunication network. We used these data as input for the, a recently developed rainfall‐runoff model for lowland catchments, and intercompared the five simulated discharges time series and groundwater time series for a heavy rainfall event and a full year. Three types of rainfall errors were found to play an important role in the hydrological simulations, namely: (1) Biases, found in the unadjusted radar dataset, are amplified when propagated through the hydrological system; (2) Timing errors, found in the nearest automatic raingauge outside the catchment, are attenuated when propagated through the hydrological system; (3) Seasonally varying errors, found in the microwave link data, affect the dynamics of the simulated catchment water balance. We conclude that the hydrological potential of novel rainfall observation techniques should be assessed over a long period, preferably a full year or longer, rather than on an event basis, as is often done. Copyright © 2016 The Authors. Hydrological Processes. Published by John Wiley & Sons Ltd.  相似文献   

19.
Abstract

Transfer function models of the rainfall–runoff relationship with various complexities are developed to investigate the hydrological behaviour of a tropical peat catchment that has undergone continuous drainage for a long time. The study reveals that a linear transfer function model of order one and noise term of ARIMA (1,0,0) best represents the monthly rainfall–runoff relationship of a drained peat catchment. The best-fitted transfer function model is capable of illustrating the cumulative hydrological effects of the catchment when subjected to drainage. Transfer function models of daily rainfall–runoff relationships for each year of the period 1983–1993 are also developed to decipher the changes in hydrological behaviour of the catchment due to drainage. The results show that the amount of rain water temporarily stored in the peat soil decreased and the catchment has become more responsive to rainfall over the study period.

Editor Z.W. Kundzewicz; Associate editor D. Hughes

Citation Katimon, A., Shahid, S., Abd Wahab, A.K., and Shabri, A., 2013. Hydrological behaviour of a drained agricultural peat catchment in the tropics. 2: Time series transfer function modelling approach. Hydrological Sciences Journal, 58 (6), 1310–1325.  相似文献   

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