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1.
天山南坡黄水沟与清水河寒区流域极端水文事件对气候变化的响应 总被引：1，自引：0，他引：1
冰川、积雪和冻土变化产生的水文效应对下游水资源供给具有重要影响,近几十年来新疆区域洪水呈显著加重趋势,尤其是南疆区域洪水明显加剧. 以天山南坡黄水沟与清水河寒区流域为研究区域,通过分析水文站极端水文事件,结合流域上游山区巴伦台气象站资料,研究了高寒山地流域在气候变化背景下极端水文过程出现时间、年最大和最小径流的响应特征. 结果表明：1986年是水文过程的突变点,从1986年开始随着降水、气温的增加,河流径流量呈增加趋势;最大年径流出现时间从6月中下旬推迟到7月下旬;最大径流和最小径流与年径流量呈正相关关系,最大径流与夏季降水关系密切,而最小年径流与冬春季的气温关系密切. 随着1986年以来的气温升高,冻土退化产生的水文效应使冬季径流增加明显,也使年最小径流明显增大;1986年以来降水变化决定着年径流量增加,使年最大径流集中出现在夏季且量级增大. 总体来讲,20世纪80年代中期以后山区河流年极端洪峰量增大,洪水量增多,年际间变化幅度明显增大,从而对下游造成更严重的灾害. 因此,加强气候变化对寒区流域水资源和洪水灾害的影响评估,使科学技术在减灾方面发挥主导作用. 相似文献
2.
为弥补传统概念性水文模型在岩溶水文模拟上的缺陷,基于三水源新安江模型,采用多个线性水库表达岩溶地下系统的异质性,同时引入流域虚拟面积系数修正岩溶流域的非闭合性。将改进的概念性水文模型应用于湘中南典型溶蚀丘陵型岩溶流域,并在此基础上探讨岩溶流域非闭合性的动态变化。研究结果表明:①改进模型的日径流模拟精度提高11.21%,水量平衡误差及低水误差分别降低23.29%、27.64%;②岩溶地下汇流系统的多向性导致流域非闭合状态具有双重性;③地下汇流面积与时段降雨量呈正相关,然而受地下饱和程度的制约,地下汇流面积的变化率随时段降雨量的增大而减小;④由于岩溶地貌的蓄水滞水作用,地下流域受外侧补给的过程存在滞后性。模型的改进与拓展研究可为岩溶水文模拟提供新思路。 相似文献
3.
针对目前研究流域地貌特征与流域水文响应的指标具有随意性、主观性以及地貌特征与流域水文响应之间相关性较多、定量化较少等现象,求解出河道和坡面水流运动方程的格子玻尔兹曼方法解,进而构建了基于LBM的汇流模型,计算出黑龙江流域25个研究流域的单位线。分析了单位线要素与流域面积、流域长度和流域宽度之间的相关性,并给出了定量公式。研究结果表明:时间面积曲线由于受到水动力扩散作用比距离面积曲线变得平滑,可以用单位化的时间面积曲线定量单位线,但当一个流域的时间面积曲线有多个大的极值接近时峰现时差和洪峰拟合的不好。研究结果可为定量化流域水文响应和流域水文模型的参数率定提供方法和定量公式。 相似文献
4.
The inherent nonlinear characteristics of the watershed runoff process related to storm magnitude and watershed size are discussed in detail in this study. The first type of nonlinearity is referred to rainfall-runoff dynamic process and the second type is with respect to a Power-law relation between peak discharge and upstream drainage area. The dynamic nonlinearity induced by storm magnitude was first demonstrated by inspecting rainfall-runoff records at three watersheds in Taiwan. Then the derivation of the watershed unit hydrograph (UH) using two linear hydrological models shows that the peak discharge and time to peak discharge that characterize the shape of UH vary event-to-event. Hence, the intention of deriving a unique and universal UH for all rainfall-runoff simulation cases is questionable. In contrast, the UHs by the other two adopted nonlinear hydrological models were responsive to rainfall intensity without relying on linear proportion principle, and are excellent in presenting dynamic nonlinearity. Based on the two-segment regression, the scaling nonlinearity between peak discharge and drainage area was investigated by analyzing the variation of Power-law exponent. The results demonstrate that the scaling nonlinearity is particularly significant for a watershed having larger area and subjecting to a small-size of storm. For three study watersheds, a large tributary that contributes relatively great drainage area or inflow is found to cause a transition break in scaling relationship and convert the scaling relationship from linearity to nonlinearity. 相似文献
5.
新疆阿尔泰山区克兰河上游水文过程对气候变暖的响应 总被引：17，自引：7，他引：10
额尔齐斯河支流克兰河上游发源于西风带水汽影响的阿尔泰山南坡,主要由融雪径流补给,年内积雪融水可占年径流量的45%.年最大月径流一般出现在6月份,融雪季节4~6月径流量占65%.流域自20世纪60年代开始明显升温,年平均温度从50年代的1.4℃上升到90年代的5.2℃;年降水总量也呈增加趋势,尤其是冬季和初春增加最多.随着气候变暖,河流年内水文过程发生了很大的变化,主要表现在最大月径流由6月提前到5月,月径流总量增加约15%,4~6月融雪径流量也由占年流量的60%增加到近70%.在多年变化趋势上,气温上升主要发生在冬季,降水也以冬季增加明显,而夏季降水呈下降趋势;水文过程主要表现在5月径流呈增加趋势,而6月径流为下降趋势;夏季径流减少而春季径流增加明显.冬春季积雪增加和气温上升,导致融雪洪水增多且洪峰流量增大,使洪水灾害破坏性加大.近些年来气候变暖引起的年内水文过程变化,已经对河流下游的城市供水和农牧业生产产生了影响. 相似文献
6.
为探讨中国东部地区变化环境下水循环演变机制,通过水文站网加密观测、构建不同特征试验流域等方法,揭示了不同土地利用和不同城镇化水平下水文要素分布及响应规律。结果表明:①小流域内场次极端降雨局部差异较大,主要受到微地形和风向的影响。②鄞江镇试验流域水位涨幅和单位雨量水位涨幅均高于天然画龙溪试验流域,主要受到了流域大小和城镇化率等因素的影响。③城镇用地和耕地土壤水消退过程较快,林地退水过程相对较慢;浅层10cm、20cm和40cm土壤含水率对降雨滞后响应时间分别为0~0.25h、0.25~0.75h和0.5~0.75h,而深层(60cm和80cm)土壤含水率由于受到优势流的影响,响应较为复杂,响应时间变动范围较大。④小流域地下水对降雨的响应存在滞后性,响应时间为6.5~12h。 相似文献
7.
Evaluation of correlations between precipitation, groundwater fluctuations, and lake level fluctuations using spectral methods (Wisconsin, USA) 总被引：2，自引：1，他引：1
Spectral methods and 2 years of daily data were used to estimate the phase lag between precipitation and groundwater-level response, and two decades of quarterly data were used to analyze the interaction between precipitation, lake levels and groundwater in the Trout Lake watershed located in Vilas County, Wisconsin, USA. The phase-lag function between precipitation and groundwater response is used to estimate recharge travel time. The recharge travel time and precipitation–groundwater–lake interactions have been traditionally studied using time-domain methods such as physically-based modeling. In this article, the innovative and efficient use of spectral methods is demonstrated to uncover the time scales that are significant in those interactions and estimate the recharge travel time, which is extracted from the underlying daily time series data. The results consistently show that precipitation leads groundwater-level response by up to 5 days in all cases. The effects of precipitation on lake and groundwater levels display strong similarities. Both the precipitation–lake level and the precipitation–groundwater level coherency functions show significant peaks at interannual and seasonal frequencies. The groundwater level–lake level coherency function shows a significant, broad peak at interannual frequencies, and no significant peak at seasonal frequencies, demonstrating the predominance of annual and lower frequencies in groundwater–lake interaction. 相似文献
8.
为分析设计暴雨雨型对城市内涝的影响,应用耦合了水文和水动力过程的数值模型,以陕西省西咸新区为研究区域,对不同重现期及峰值比例设计暴雨条件下的内涝过程进行模拟,并对内涝积水总量、不同积水深度内涝面积等量值进行对比分析。结果表明:设计暴雨重现期短于20年时,峰值比例较小的设计暴雨内涝积水总量较大,而重现期长于20年时,规律相反;除2年一遇设计暴雨外,峰值比例较大的设计暴雨致涝总面积较大,但其中影响严重的Ⅳ级致涝面积较小;设计暴雨峰值比例越小,重现期越长,积水总量峰值时刻相对于暴雨峰值时刻的迟滞时间越长。揭示了暴雨雨型与内涝积水程度的量化规律,对更合理地开展城市雨洪管理工作具有指导意义。 相似文献
9.
An impervious surface cover is continuously spreading over the Wu-Tu upstream watershed due to the concentrated population
and raised economical demands, while that area also frequently suffers from heavy storms or typhoons during the summer season.
The increased flood volume due to this extended imperviousness causes a greater potential hazard than that of the past. In
order to evaluate the urbanized impacts on the watershed, a set of methods were used to estimate the changes of the watershed
storage. This research chose 51 observed events from three raingauges on the Wu-Tu upstream watershed, Taiwan, to study the
volume characteristic of abstracted rainwater. In the study, the block Kriging method was used to estimate the area rainfall
and the hourly excess was derived through the non-linear programing (NLP). A total of 40 samples were calibrated through the
hydrological model and the Soil Conservation Service (SCS) model using the optimum seeking method in order to search out and
establish the best parameters that illustrate the hydrological and geomorphic conditions at that time. Eleven cases were used
to examine the established relationship of the parameters and the impervious coverings. A design storm approach was used to
view the changes of the volume for various scale storms/typhoons because of the different degrees of urbanization. Then, a
diagram was designed to show the relationships that exist among the runoff coefficient, return period, and impervious surface.
The satisfactory results show that storage capability of rainwater for various scale storms on the Wu-Tu watershed would be
respectively reduced about 42–156 cms in different decrements up to now. 相似文献
10.
城市下垫面改变引起水文循环过程发生变异,导致目前已掌握的天然情况下的产汇流规律和机制难以解释城市化等新形势下的水文现象与过程,而面临需重新再认识的挑战。本文以长三角地区为典型,建立了不同城市化水平及空间规模的水文试验流域,探讨了快速城市化地区暴雨洪水响应规律和机制。结果表明：(1)不同量级降水事件下城镇用地土壤水响应程度(表层土壤水涨幅基本超过4%)总体高于其他土地利用类型,城市化地区下垫面的改变通过影响土壤水动态响应模式直接影响了地表产流过程,植被覆盖率较低的城镇用地和荒地土壤含水率呈现出陡涨陡落现象,而植被作用下的土地利用类型则表现出缓慢上升和缓慢消退的土壤水响应过程。(2)流域洪峰滞时和洪峰流量整体表现为随流域面积增加而呈幂律函数关系形式的增加。(3)总降水量与主要洪水特征(如洪峰流量、单位面积洪峰流量和径流深)基本呈显著相关(相关系数分别达0.49、0.41和0.78以上)。城市下垫面通过改变土壤水动态响应等产汇流特征而直接影响了洪水过程,未来长三角地区暴雨洪水在城市化和气候因素双重作用下呈现持续加剧的趋势。 相似文献
11.
气象干旱发展到一定程度可以传递为水文干旱。以潘家口水库流域1961—2010年逐月平均降水数据和潘家口水库的入库径流序列为基础数据,分别计算了1、3、6、12个月时间尺度的标准化降水指数（SPI）和标准化径流指数（SRI）,以表征研究区域的气象干旱和水文干旱。基于条件分布模型,分析了不同时间尺度的气象干旱传递到未来的不同等级和不同的预测期（或滞后期）的水文干旱的概率。结果表明,当SPI时间尺度较短或预测期（滞后期）较短时,其对应的SRI水文干旱等级越倾向于维持与SPI相同的干旱等级;随着SPI时间尺度的增长或预测期（滞后期）延长,其对应的SRI水文干旱等级略低于气象干旱或恢复到正常状态。 相似文献
12.
高山寒漠带是我国内陆河山区和我国多数大江、大河源头的主产流区之一. 由于缺乏系统观测数据及相关研究的支撑,当前国内外研究较为匮乏,高山寒漠带水文循环过程机理尚不清楚. 通过在黑河上游葫芦沟流域高山寒漠带试验点布设水文循环观测试验,分析了典型高山寒漠带非冻结期水文特征. 结果表明：高山寒漠试验点观测期(2009年6月7日-9月30日)的降水量为541.4 mm;蒸发皿的蒸发量为256.9 mm,桶式微型蒸渗仪(Micro-Lysimeter)的蒸发量为122.8 mm,平均蒸发量为1.1 mm·d-1. 根据观测,高山寒漠带凝结水量也比较丰富,凝结水虽然没有直接参与高寒山区水文循环的产汇流过程,但它消耗了能量,抵消了部分太阳辐射,间接地参与了产汇流过程. 高山寒漠带小流域在观测期的平均径流深为461.2 mm. 根据降水梯度获取的流域平均降水量为639.1 mm,径流系数为0.72. 相似文献
13.
典型岩溶包气带洞穴滴水水文过程研究——以桂林硝盐洞为例 总被引：1，自引：0，他引：1
选取桂林丫吉试验场硝盐洞为研究对象,通过示踪试验和高分辨率水文水化学监测,确定滴水补给来源,研究典型岩溶包气带洞穴滴水对降雨响应的水文过程。研究结果表明,硝盐洞XY5滴水主要受到两种径流成分补给,即集中补给的管道流和弥散流。硝盐洞上部包气带中可能存在表层岩溶带含水层,长期维持滴水流量。滴水流量、电导率和示踪剂浓度的峰值均出现在强降雨时段,表现出快速响应的管道流特征,存在降雨阈值引起硝盐洞滴水降雨响应。降雨前岩溶含水层水分条件是包气带水文响应差异的主要原因,雨季滴水对降雨响应迅速,XY5滴水对降雨响应的滞后时间为10 h;而旱季对降雨的响应滞后明显,滞后时间达9.8天,体现了土壤和表层岩溶带的调蓄作用。74.4 mm降雨量是旱季转雨季滴水响应的降雨阈值。借助于洞穴滴水的水文动态变化和示踪试验技术对于研究包气带水文过程,深入了解岩溶含水层结构及特征,揭示岩溶区降雨入渗补给机制具有重要作用。 相似文献
14.
Hydrological modeling of typhoon-induced extreme storm runoffs from Shihmen watershed to reservoir, Taiwan 总被引：1，自引：1，他引：0
Typhoon-induced extreme storm runoffs often cause flood hazards. In this study, a hydrological model (HEC-HMS) was applied to Shihmen watershed located in Taiwan. Three typhoon-induced storm events, with return period ranging from 1 to 90 years, were used in case studies to characterize storm runoff. With a 5-year storm for model calibration, model parameters were carefully calibrated through the comparison between model simulated and observed flows at a stream gage station. The calibrated model was then verified for a 90-year storm and a 1-year storm event. Results indicate that the calibrated and verified HEC-HMS hydrological model is capable of providing satisfactory predictions of the typhoon-induced extreme storm runoff to support reservoir operation and flood hazard mitigation. Based on model simulations, typhoon-induced water table increases for different initial water volumes at Shihmen Reservoir was derived by adding storm-runoff volume to the reservoir’s initial elevation-volume rating curve. Water tables above the top elevation of the dam in the reservoir indicate the need for immediate water releases to avoid the risk of overflow over the dam. 相似文献
15.
Kuo-Chin Hsu Hsin-Fu Yeh You-Cheng Chen Cheng-Haw Lee Chung-Ho Wang Feng-Sheng Chiu 《Hydrogeology Journal》2012,20(3):499-517
The sustainable use of groundwater has become increasingly challenging due to extreme hydrological events and anthropogenic activity. In this study, the basin-scale groundwater response to precipitation variation was analyzed using an integrated model that comprises lumped models for land and river recharges and a distributed model for groundwater. The integrated model was applied to the Chih-Ben watershed, Taiwan, using 20?years (1988?C2007) of data. The hydrological data were analyzed for trends using statistical tests. Based on decreasing trends in precipitation and groundwater levels and an increasing trend in stream flow, the oblique-cut method was applied to precipitation and excess infiltration to assess land and streambed recharge. Distributed numerical groundwater modeling was used to simulate the basin-scale groundwater responses to precipitation variation and anthropogenic pumping. The model was calibrated using stable-isotope and groundwater-level data. The safe yields were estimated for the Chih-Ben watershed for dry, wet, and normal precipitation scenarios. The safe yield of groundwater was shown to vary with precipitation, which does not guarantee the sustainable use of groundwater resources. Instead, water resources should be assessed at a basin scale, taking into account the whole ecosystem, rather than only considering water for human consumption in the alluvium. 相似文献
16.
Dorothy J. Vesper Rachel V. Grand Kristen Ward Joseph J. Donovan 《Environmental Geology》2009,58(3):667-678
The distribution and chemistry of the springs in the Tuscarora Creek watershed is controlled by both geologic structure and
karst dissolution. The watershed is located in eastern West Virginia in the structurally complex Great Valley of the Appalachian
Valley and Ridge province. The upper portion of the stream parallels strike along a mapped fault zone and is bordered by clastic
rocks that comprise North Mountain. The lower reaches of the stream flow cross-strike through Cambro-Ordovician carbonates.
The controlling chemical signature in the spring water is carbonate dissolution. Little evidence was seen for the recharge
from adjacent clastic rocks although differences in the Ca/Mg molar ratio between springs indicated the presence of localized
spring basins in headwater reaches. Na, Cl and Ca generally increased from upstream to downstream in the cross-strike reaches.
Comparison of stream and cumulative spring discharge was consistent with significant groundwater base-flow contribution directly
to the creek, particularly in the strike-parallel region. The largest spring in the watershed (>162 L/s) was sampled during
and after a large storm event along with the adjacent creek. The creek displayed a typical dilution response with each flood
pulse, whereas the spring had only a limited or delayed response. The overall chemical and thermal stability of the spring,
relative to the creek, indicated the lack of significant direct hydraulic connection between the two. The conceptual model
for the area includes localized flowpaths in the headwater region where the stream flow is parallel to strike and a thrust
fault. In addition to the shallow localized flowpaths, a deeper, more regional flowpath likely exists for a large spring further
downstream. 相似文献
17.
基于拉格朗日插值法修正地形影响的分布式降水模型研究 总被引：1，自引：0，他引：1
降水量一直是进行水文分析计算的输入项，对其分布状况的模拟直接影响水文分析成果精度。降水中心位置及其中心降水量对暴雨分析尤为重要，而目前尚未见对降水中心位置方面的模型研究。在对目前国内外降水模型分析的基础上，根据天气系统降水如不受地形影响其降水量等值线在平面上的分布近似为一组同心椭圆这一原理，建立了一种能够模拟次降水过程的降水中心位置及其中心降水量的新型分布式降水数学模型，并对其进行地形影响因素修正。由于模型建立原理简单，易于实现对流域未设站研究点的实时降水量估计，同时由于模型能够指明降水中心位置及其中心降水量，因此在流域暴雨分析和洪水预报中具有实用价值。模型经实践检验具有较高精度。 相似文献
18.
依据1956-2012年天山南坡清水河流域的克尔古提水文站以及阿拉沟流域的阿拉沟水文站资料,采用Mann-Kendall非参数检验法和交叉小波变换法,分析了清水河与阿拉沟出山径流的趋势、突变、周期变化等特征,并进一步探讨了出山径流对气候变化的响应。结果表明：清水河与阿拉沟流域年径流量均呈上升趋势,其中1988年为径流突变年,该年前后年均径流变化态势不同,1988年以后径流升幅显著。同时,流域径流过程呈现多时间尺度的周期变化,以32 a以上大周期为主,2 a和8 a小周期变化为辅。因流域下垫面特征等差异,清水河出山径流对降水变化的响应程度强于阿拉沟,而阿拉沟出山径流对气温敏感性高于清水河。且受冰川径流调节作用与多年冻土退化的影响,阿拉沟径流过程对气温的滞后性强于清水河。 相似文献
19.
Sang Yong Chung Venkatramanan Senapathi Selvam Sekar Tae Hyung Kim 《Hydrogeology Journal》2018,26(6):1875-1885
Monitoring and time-series analysis of the hydrological parameters electrical conductivity (EC), water pressure, precipitation and tide were carried out, to understand the characteristics of the parameter variations and their correlations at a coastal area in Busan, South Korea. The monitoring data were collected at a sharp interface between freshwater and saline water at the depth of 25 m below ground. Two well-logging profiles showed that seawater intrusion has largely expanded (progressed inland), and has greatly affected the groundwater quality in a coastal aquifer of tuffaceous sedimentary rock over a 9-year period. According to the time series analyses, the periodograms of the hydrological parameters present very similar trends to the power spectral densities (PSD) of the hydrological parameters. Autocorrelation functions (ACF) and partial autocorrelation functions (PACF) of the hydrological parameters were produced to evaluate their self-correlations. The ACFs of all hydrologic parameters showed very good correlation over the entire time lag, but the PACF revealed that the correlations were good only at time lag 1. Crosscorrelation functions (CCF) were used to evaluate the correlations between the hydrological parameters and the characteristics of seawater intrusion in the coastal aquifer system. The CCFs showed that EC had a close relationship with water pressure and precipitation rather than tide. The CCFs of water pressure with tide and precipitation were in inverse proportion, and the CCF of water pressure with precipitation was larger than that with tide. 相似文献
20.
There is a need for research that advances understanding of flow alterations in contemporary watersheds where natural and anthropogenic interactions can confound mitigation efforts. Event-based flow frequency, timing, magnitude, and rate of change were quantified at five-site nested gauging sites in a representative mixed-land-use watershed of the central USA. Statistically independent storms were paired by site (n = 111 × 5 sites) to test for significant differences in event-based rainfall and flow response variables (n = 17) between gauging sites. Increased frequency of small peak flow events (i.e., 64 more events less than 4.0 m3 s?1) was observed at the rural–urban interface of the watershed. Differences in flow response were apparent during drier periods when small rainfall events resulted in increased flow response at urban sites in the lower reaches. Relationships between rainfall and peak flow were stronger with decreased pasture/crop land use and increased urban land use by approximately 20%. Event-based total rainfall explained 40–68% of the variance in peak flow (p < 0.001). Coefficients of determination (r2) were negatively correlated with pasture/crop land use (r2 = 0.92; p = 0.007; n = 5) and positively correlated with urban land use (r2 = 0.90; p = 0.008; n = 5). Significant differences in flow metrics were observed between rural and urban sites (p < 0.05; n = 111) that were not explained by differences in rainfall variables and drainage area. An urban influence on flow timing was observed using median time lag to peak centroid and time of maximum precipitation to peak flow. Results highlight the need to establish manageable flow targets in rapidly urbanizing mixed-land-use watersheds. 相似文献