1956-2002年滦河流域径流变化

The decrease of runoff in the Luanhe river basin, which caused water crisis in Tian-jin for several times, was investigated using discharge data covering the period 1956-2002. The data from the differential integral curves of the annual runoff indicate that the decreasing point began in 1979 in the six sub-basins. The decrease of runoff in the Luanhe river basin resulted from the combination of climate effects and human activities, in which the latter plays an important role. This can be illustrated by noting that after 1979 the runoff generated by similar precipitation decreased under the condition that the total precipitation did not decrease in the entire basin. As a result, the annual runoff of the Luanhe river basin after 1979 decreased by about 6.46×10^8 m^3 each year. To analyze the runoff characteristics, it is inadequate to seek the runoff trends only and the identification of cyclical component of the runoff as accurate as possible is necessary. From the natural annual runoff discharge time series, we can see the annual runoff fluctuates around the long-term average. Analyzed by VRL （Variable Record Length） method, the main periods of 3, 5-6, 7, 9, 16-20 and 37-39 years were found. The last decade causing water crisis was the driest period in the history, and this condition will last several years from trend analysis and power spectrum analysis. So finding new water sources is urgent to solve water crisis in Tianjin city, and the South-North Water Transfer is a feasible option.     

Impacts of water conservancy and soil conservation measures on annual runoff in the Chaohe River Basin during 1961–2005

Taking the Chaohe River Basin above the Miyun Reservoir in North China as a study area, the characteristics and variation trends of annual runoff and annual precipitation during 1961–2005 were analyzed applying Mann-Kendall test method on the basis of the hydrologic data of the major hydrological station (Xiahui Station) located at the outlet of the drainage basin and the meteorological data of 17 rainfall stations. Human activities including water conservancy projects construction and water diversion as well as implementation of soil and water conservation from 1961 to 2005 were carefully studied using time series contrasting method. The referenced period (1961–1980) that influenced slightly by human activities and the compared period (1981–2005) that influenced significantly by water conservancy and soil conservation measures were identified according to the runoff variation process analysis and abrupt change points detection during 1961–2005 applying double accumulative curve method, mean shift t-test method and Mann-Kendall mutation test technique. Based on the establishment of a rainfall-runoff empirical statistical model, impacts and the runoff-reducing effects of water conservancy and soil conservation measures on runoff reduction were evaluated quantitatively. The major results could be summarized as follows: (1) The annual precipitation in the drainage basin tends to decrease while the runoff has declined markedly since the 1960s, the average annual runoff from 1991 to 2000 was only 90.9% in proportion to that from 1961 to 1970. (2) The annual runoff variations in the drainage basin are significantly related to human activities. (3) During 1981–1990, 1991–2000, 2001–2005 and 1981–2005, the average annual runoff reduction amounts were 1.15×108, 0.28×108, 1.10×108 and 0.79×108 m3 respectively and the average annual runoff-reducing effects were 31.99%, 7.13%, 40.71% and 23.79% accordingly. Runoff-reducing effects by water conservancy and soil conservation measures are more prominent in the low water period.     

水利水保措施对潮河流域年径流量的影响 —— 基于经验统计模型的评估

利用时间序列对比法分析了1961-2005 年潮河流域降水、径流、用水量、水利工程、 水土保持措施变化。结果表明: (1) 自20 世纪60 年代以来, 潮河流域年平均面雨量略有减 少, 但流域年径流量却呈明显减少趋势, 1991-2000 年的流域年径流量平均值为1961-1970 年 的90.9%, 减少幅度较大; (2) 潮河流域径流量的变化主要与水利水保等人类活动有关。利用 降水-径流经验统计模型评估了流域水利水保措施对年径流量的影响程度: 1981-1990 年、 1991-2000 年、2001-2005 年、1981-2005 年, 受水利水保措施影响所产生的年均减水量分别 为1.15、0.28、1.10、0.79 亿m³, 水利水保措施减水效应分别为31.99%、7.13%、40.71%、 23.79%。水利水保措施对枯水时段的减水效应更为突出。     

潘家口水库入库水资源变化趋势及影响因素

采用滑动平均和线性回归法对潘家口水库1956~2003年入库径流进行了分析,探讨了影响径流变化的基本因素,给出了降雨量、用水量和下垫面等因素变化对径流量变化贡献程度的定量估算方法。结果表明:入库径流呈不规则的周期波动变化,且整体呈较为明显的减小趋势;降雨量、用水量和下垫面等因素变化是影响径流量变化的主要因素,特别是下垫面的变化,其贡献程度可达70%左右。     

泾河合水川流域近50年径流演变特征及影响因素分析

在泾河合水川流域1964~2011年的年降雨、径流变化特征分析基础上,利用Mann-Kendall法、双累计曲线法定量分析了其趋势及相互关系,并探讨了变化成因。结果表明,1964~2011年的年降雨量呈轻微下降趋势（P=0.52）,年变率-0.04 mm/a;径流深呈不显著下降趋势（P=0.97）,年变率-0.10 mm/a。变化趋势与泾河东北部、黄河河口-龙门区间西南部类似,与黄河中游其它子流域差异较大。二者突变年份分别为2000年和1978年。1964~1978年是该流域降雨-径流关系的天然时期,1979年后受水保工程修建、植被覆盖增加等人类活动影响,降雨-径流关系发生变化。     

阿克苏河流域的面雨量序列及其与径流关系

以数字高程模型 (DEM) 的1km×1km网格数据为基础,对阿克苏河流域14个气象站和水文站的1961~2000年的年降水资料进行了自然正交分解 (EOF),通过回归分析,建立主要特征向量与地理因子的插值模型,给出了一个面雨量序列的计算方法,为建立气候要素的区域平均序列提供了一个有效的解决方案,并由此推算出年阿克苏流域平均年降水量的空间分布以及面雨量序列。径流量与面雨量之比 (R/P) 平均为0.43,最高为0.69 (1997年),最低为0.30 (1963年)。计算出的阿克苏河流域面雨量序列与阿克苏河实测径流量序列的趋势变化率分别为5.79×10⁸ m³/10a和4.29×10⁸ m³/10a,两者均表现出增加趋势,但面雨量的增加速率要比径流量大一些,年际变化幅度也要大,面雨量和径流量的变差系数Cv值分别为0.17和0.13。阿克苏河年径流量的变化与夏季0^oC层高度、年面雨量有着十分密切的关系,表明20世纪90年代以来新疆气候的变化是阿克苏河流域径流稳定增加的一个非常重要的因素。     

Research on runoff variations based on wavelet analysis and wavelet neural network model: A case study of the Heihe River drainage basin (1944?2005)

The Heihe River drainage basin is one of the endangered ecological regions of China. The shortage of water resources is the bottleneck, which constrains the sustainable development of the region. Many scholars in China have done researches concerning this problem. Based on previous researches, this paper analyzed characteristics, tendencies, and causes of annual runoff variations in the Yingluo Gorge (1944–2005) and the Zhengyi Gorge (1954–2005), which are the boundaries of the upper reaches, the middle reaches, and the lower reaches of the Heihe River drainage basin, by wavelet analysis, wavelet neural network model, and GIS spatial analysis. The results show that: (1) annual runoff variations of the Yingluo Gorge have principal periods of 7 years and 25 years, and its increasing rate is 1.04 m3/s·10y; (2) annual runoff variations of the Zhengyi Gorge have principal periods of 6 years and 27 years, and its decreasing rate is 2.25 m3/s·10y; (3) prediction results show that: during 2006–2015, annual runoff variations of the Yingluo and Zhengyi gorges have ascending tendencies, and the increasing rates are respectively 2.04 m3/s·10y and 1.61 m3/s·10y; (4) the increase of annual runoff in the Yingluo Gorge has causal relationship with increased temperature and precipitation in the upper reaches, and the decrease of annual runoff in the Zhengyi Gorge in the past decades was mainly caused by the increased human consumption of water resources in the middle researches. The study results will provide scientific basis for making rational use and allocation schemes of water resources in the Heihe River drainage basin.     

疏勒河流域泥沙分布规律及水沙关系研究

泥沙是影响河流健康和水环境的重要因素之一，受气候变化和人类活动的影响，流域水文要素和下垫面条件发生了较大变化，尤其是实施大规模的水土保持措施后，部分河流的泥沙含量大幅减少，但在河西内陆河流域发源于祁连山西端的疏勒河流域，受降水条件和人类活动的影响，河流泥沙呈增加趋势。本文应用疏勒河流域实测长系列水文资料，采用水文统计法、差积曲线法、趋势检验法、突变检验法、非线性复相关模型法等方法，分析了流域泥沙时空分布规律及水沙关系，结果表明：疏勒河干流昌马堡站年输沙量为333.5×104 t，至下游潘家庄站减少到223.5×104 t；党河党城湾站年输沙量为76.56×104 t，至下游沙枣园站增加到121.3×104 t；疏勒河干流输沙量主要集中在汛期7～8月，占全年的81.9 %～84.0 %，党河流域输沙量主要集中在4-8月，占全年的92.3 %；流域泥沙变化总体呈增加趋势，突变点1998年以后，年输沙量增加了86.3 %～148.2 %。建立了潘家庄站降水～泥沙、径流～泥沙以及年输沙量～年径流量～年最大洪峰流量关系模型，相关关系较好，相关系数达到0.717～0.858。流域出山口以上对泥沙的影响因素主要是降水，出山口以下主要是修建水库、水电站、引水工程、河道采砂等人类活动影响。随着国家对内陆河流域祁连山和河西走廊的日益关注，以及全国河长制的推行，河流生态健康已经提上日程，研究疏勒河流域泥沙分布规律及水沙关系，对国家实施西部生态安全战略、区域生态环境修复治理、水资源可持续利用等具有重要意义。     

祖厉河流域降雨径流泥沙变化特征研究

祖厉河流域位于年降水量200～400 mm之间过渡带,是气候变化最敏感和最为复杂的区域之一。运用祖厉河流域1955-2013年径流量、输沙量与年降雨量的变化趋势、时段特征进行了分析。结果表明：祖厉河流域降雨量、径流量和输沙量存在年际变化大、逐年减小的变化趋势;年降雨量在1995年出现突变点,降雨量存在明显的丰水和枯水变化,丰水时段（1955-1989年）年降水量为376.2 mm,枯水时段（1990-2013年）年降水量为224.9 mm;径流量和泥沙量的突变点分别出现在1995年和2000年;依据UF_k值信度变化趋势,将径流量、输沙量变化分为非显著减少（1955-1971年）、显著减少（1972-1985年）、较显著减少（1986-2000年）和极显著减少（2001-2013年）四个时期。     

Impacts of water conservancy and soil conservation measures on annual runoff in the Chaohe River Basin during 1961–2005

Taking the Chaohe River Basin above the Miyun Reservoir in North China as a study area, the characteristics and variation trends of annual runoff and annual precipitation during 1961–2005 were analyzed applying Mann-Kendall test method on the basis of the hydrologic data of the major hydrological station (Xiahui Station) located at the outlet of the drainage basin and the meteorological data of 17 rainfall stations. Human activities including water conservancy projects construction and water diversion as well as implementation of soil and water conservation from 1961 to 2005 were carefully studied using time series contrasting method. The referenced period (1961–1980) that influenced slightly by human activities and the compared period (1981–2005) that influenced significantly by water conservancy and soil conservation measures were identified according to the runoff variation process analysis and abrupt change points detection during 1961–2005 applying double accumulative curve method, mean shift t-test method and Mann-Kendall mutation test technique. Based on the establishment of a rainfall-runoff empirical statistical model, impacts and the runoff-reducing effects of water conservancy and soil conservation measures on runoff reduction were evaluated quantitatively. The major results could be summarized as follows: (1) The annual precipitation in the drainage basin tends to decrease while the runoff has declined markedly since the 1960s, the average annual runoff from 1991 to 2000 was only 90.9% in proportion to that from 1961 to 1970. (2) The annual runoff variations in the drainage basin are significantly related to human activities. (3) During 1981–1990, 1991–2000, 2001–2005 and 1981–2005, the average annual runoff reduction amounts were 1.15×10⁸, 0.28×10⁸, 1.10×10⁸ and 0.79×10⁸ m³ respectively and the average annual runoff-reducing effects were 31.99%, 7.13%, 40.71% and 23.79% accordingly. Runoff-reducing effects by water conservancy and soil conservation measures are more prominent in the low water period.     

50年来秦岭金钱河流域水文特征及其对降水变化的响应

运用集中度和集中期、Kendall秩相关系数、R/S分析法、降水—径流双累积曲线模型及其他数理统计方法,分析了金钱河流域径流的变化特征,探讨了年际、季节及月尺度上径流变化的趋势并预测了未来趋势,用集中期指标反映了径流对降水响应的滞后效应,并定量分析了降水变化和人类活动对径流变化的贡献率。结果表明:50 a来径流量呈现出显著的递减趋势(p<0.05),递减率为34.33 m3(/s 10a),Hurst指数H=0.669>0.5,表明未来的一段时间内变化趋势与现在相同;1~12月各月径流均表现为下降趋势。流域内径流对降水的响应存在滞后效应,50 a径流对降水平均每年滞后23.6 d,且滞后天数具有明显上升趋势。50 a来径流系数呈极显著减小趋势,降水量转化为径流的部分在逐年减少,被植物截留、填洼、入渗和蒸发的部分增加;径流发生突变后比突变前径流系数降低了35.2%。50 a来降水变化对径流变化的影响率为53.4%,高于人类活动影响率46.6%,是导致径流变化的主要原因,人类活动为次要原因。     

皇甫川流域降水量和人类活动对径流量变化影响的定量评估(英文)

The runoff of some rivers in the world especially in the arid and semi-arid areas has decreased remarkably with global or regional climate change and enhanced human activities.The runoff decrease in the arid and semi-arid areas of northern China has brought severe problems in livelihoods and ecology.To reveal the variation characteristics,trends of runoff and their influencing factors have been important scientific issues for drainage basin management.The objective of this study was to analyze the variation trends of the runoff and quantitatively assess the contributions of precipitation and human activities to the runoff change in the Huangfuchuan River Basin based on the measured data in 1960-2008.Two inflection points(turning years) of 1979 and 1998 for the accumulative runoff change,and one inflection point of 1979 for the accumulative precipitation change were identified using the methods of accumulative anomaly analysis.The linear relationships between year and accumulative runoff in 1960-1979,1980-1997 and 1998-2008 and between year and accumulative precipitation in 1960-1979 and 1980-2008 were fitted.A new method of slope change ratio of accumulative quantity(SCRAQ) was put forward and used in this study to calculate the contributions of different factors to the runoff change.Taking 1960-1979 as the base period,the contribution rate of the precipitation and human activities to the decreased runoff was 36.43% and 63.57% in 1980-1997,and 16.81% and 83.19% in 1998-2008,respectively.The results will play an important role in the drainage basin management.Moreover,the new method of SCRAQ can be applied in the quantitative evaluation of runoff change and impacts by different factors in the river basin of arid and semi-arid areas.     

1933~2012年无定河径流突变与周期特征诊断

选取黄河中游区实施水土保持最早的一级支流无定河流域,利用滑动-T、曼-肯德尔和山本等3种突变检测方法相互验证,确定了在受人类活动显著影响下,径流的突变年份为1972年,自此径流平均减少3.55×10⁸m³;基于径流突变前降水与径流的显著相关性,并借助地统计克里格空间插值法,重建1933~2012年无定河流域出口控制水位站天然径流变化序列。采用小波分析法诊断天然径流序列的周期变化,结果显示：天然年径流存在6个不同时间尺度的“丰-枯”演变特征,其平均周期分别对应着35.5、22.2、16.8、12.2、9.3和3.3 a。     

基于水文随机方法的大尺度径流空间插值图化研究——淮河流域蚌埠以上区间为例

跨越不同时空尺度水文径流时空分异性及其图化问题的研究是当前国际地理水文科学研究的热点前沿。本文针对中国湿润流域年平均径流特点,探讨了基于地理相关关系的水文随机方法(Hydro-Stochastic) 在大尺度流域上应用的可行性。在淮河流域蚌埠以上区间开展径流空间插值实验,通过对流域出口流量在空间随机场内的分解生成研究区内10 km×10 km分辨率产流分布图,以及以1 km长度为基本单元的河道内径流量图。该方法在描述径流空间分异性的过程中,综合了水文学、地貌学、地理学的特点,以地统计空间插值方法为基础,结合了水量平衡约束以及数据不确定性分析理论,最终输出不同形式的径流空间分异结果。分析表明,径流插值结果能够很好的反映流域内产流的空间分布特征,并满足河道上下游的水量平衡关系。该方法避免了水文模型的复杂性,描述径流时不依赖气象资料,可以方便的在广大地区推广使用。     

青海湖流域河川径流特征及其对降水的滞后效应

以青海湖流域的布哈河为例,采用变差系数、集中度和集中期等指标,对青海湖流域内径流量、降水量在年代、年际、季节等时间尺度上进行分析,并用集中期来反映河川径流对降水的滞后效应。结果显示,河川径流年内主要集中在6—10月,特别是7月中旬至8月中旬之间;降水主要集中在5—9月,特别是7月;径流量与降水量存在极大的相关性（r=0.746＞0.443=α0.001(47)）,径流对降水具有滞后效应,多年平均滞后时间为20 d左右。     

东线南水北调对黄浦江水质的影响

本文对长江枯季(12—3月)径流的特点、变化规律、河口盐水入侵以及对黄浦江水质的影响等进行了初步分析。长江水量虽然丰富,但枯季径流并不大,枯季径流一般占年径流总量的15%左右。频率50%的平水年各月平均流量都在15000秒立米以下,频率75%的一般少水年枯季1、2月份的月平均流量不足10000秒立米。河口盐度变化随上游来水多少而异,大通站流量在10000秒立米时河口盐度变化敏感,流量再减少河口盐度将急剧增加,便会严重污染河口和黄浦江水质,影响上海市和河口地区的工农业和城市生活用水。因此,在规划长江流域用水时,应使大通站流量在15000秒立米以上,若有困难,至少不能低于10000秒立米。     

气候变化和人类活动对信江流域径流影响模拟

以1960―1990年为基准期、1991―2005年为影响期,使用HSPF（Hydrological Simulation Program-Fortran）水文模型定量分析了影响期气候变化和人类活动对信江流域径流的影响及其各自的贡献率。结果表明：1）相对于1960―1990年,1991―1995、1996―2000年的年平均径流深分别增加了271.9和246.3 mm,2001―2005年的年平均径流深减少64.1 mm。其中,气候变化对径流的影响分量在65.6%~88.0%之间,人类活动对径流的影响分量在12.0%~34.4%之间。2）人类活动对极值流量有影响。在影响期,年最大7 d平均流量和最大15 d平均流量模拟值大于对应的实测极值流量。3）在气候变化因子中,流域降水量的增加,是引起20世纪90年代信江流域径流显著增大的主要原因,其次是蒸发量的下降;人类活动包括植树造林、城市化以及水利工程修建,是影响流域径流变化的次要原因。     

用灰色关联分析研究塔城地区河川径流补给

中国干旱地区水文情势的主要特征之一是河川径流补给的多样化, 而径流补给来源的分析对于了解一个地区年径流量的多寡, 径流年内分配, 洪水和枯水等都是十分重要的。新疆塔城地区的河流一直被认为是主要由季节积雪融水补给, 那么雨水补给究竟在年径流量中占有什么地位, 值得加以研究。我们选择卡琅古尔河卡琅古尔站的年平均流量(Q)、年降水量(p)、每年4-6月的降水量(P_4-6)以及4-5月平均气温之和(T_4-5)作为分析补给的基本资料, 用灰色关联分析进行研究, 结果为r(QP)>r(QP_4-6)>r(QT_4-5)即年平均流量与年降水量的关联系数最大。同时, 我们也计算了QP、QP(_4-6)、QT(_4-5)的直线相关, 相关系数分别为0.785、0.808和-0.429。与关联分析结果不同。我们初步讨论了不同的原因。     

胶东山丘区典型流域径流年内分配特征量化研究

采用M ann-Kendall法和最小方差法,对大沽夹河流域1966~2004年逐月实测径流数据进行均值变点分析。根据分析结果,将径流划分为水文变化特征相似的A(1966~1971年)、B(1972~1981年)、C(1982~1996年)、D(1997~2004年)4个时段。在此基础上借鉴年降水年内分配的向量法,提出了量化径流年内分配的集中度和集中期。结果表明:1.大沽夹河的不同水文年,其径流年内分配的特征不同。时段A集中度最小,时段D最大,4个时段变差系数为0.12。时段A和时段C的集中期比较接近,最大径流出现的时间均在7月下旬,时段B和时段D的集中期比较相似,最大径流出现的时间在8月中下旬。径流年内分配与降水年内分配两者呈显著正相关。2.用月径流量计算的集中度比径流年内不均匀系数具有更高的分辨能力和有效性,用月径流量计算的集中期对应的月份与月径流最大值出现的实际月份完全一致,径流集中度、集中期能够充分定量地表征径流在年内分配的非均匀性。     

引滦工程对滦河三角洲盐水入侵及土壤盐渍化的影响

引滦工程后滦河三角洲水文过程发生很大变化,滦河入海水量骤减河海动力平衡破坏,海洋作用相对增强,滦河口盐度增加,盐水入侵长度增大,三角洲地下水含盐量增高,土壤盐渍化的面积扩大。