The response of annual runoff to the height change of the summertime 0℃ level over Xinjiang

According to climate features and river runoff conditions, Xinjiang could be divided into three research areas: The Altay-Tacheng region, the Tianshan Mountain region and the northern slope of the Kunlun Mountains. Utilizing daily observations from 12 sounding stations and the annual runoff dataset from 34 hydrographical stations in Xinjiang for the period 1960–2002, the variance of the summertime 0℃ level height and the changing trends of river runoff are analyzed both qualitatively and quantitatively, through trend contrast of curves processed by a 5-point smoothing procedure and linear correlation. The variance of the summertime 0℃ level height in Xinjiang correlates well with that of the annual river runoff, especially since the early 1990s, but it differs from region to region, with both the average height of the 0℃ level and runoff quantity significantly increasing over time in the Altay- Tacheng and Tianshan Mountain regions but decreasing on the northern slope of the Kunlun Mountains. The correlation holds for the whole of Xinjiang as well as the three individual regions, with a 0.01 significance level. This indicates that in recent years, climate change in Xinjiang has affected not only the surface layer but also the upper levels of the atmosphere, and this raising and lowering of the summertime 0℃ level has a direct impact on the warming and wetting process in Xinjiang and the amount of river runoff. Warming due to climate change increases the height of the 0℃ level, but also speeds up, ice-snow melting in mountain regions, which in turn increases river runoff, leading to a season of plentiful water instead of the more normal low flow period.     

1961-2005年水利水保措施对潮河流域年径流量的影响(英文)

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.     

新疆河流年径流量对夏季0℃层高度变化的响应(英文)

According to climate features and river runoff conditions,Xinjiang could be divided into three research areas:The Altay-Tacheng region,the Tianshan Mountain region and the northern slope of the Kunlun Mountains.Utilizing daily observations from 12 sounding stations and the annual runoff dataset from 34 hydrographical stations in Xinjiang for the period 1960-2002,the variance of the summertime 0℃ level height and the changing trends of river runoff are analyzed both qualitatively and quantitatively,through trend contrast of curves processed by a 5-point smoothing procedure and linear correlation.The variance of the summertime 0℃ level height in Xinjiang correlates well with that of the annual river runoff,especially since the early 1990s,but it differs from region to region,with both the average height of the 0℃ level and runoff quantity significantly increasing over time in the Altay-Tacheng and Tianshan Mountain regions but decreasing on the northern slope of the Kunlun Mountains.The correlation holds for the whole of Xinjiang as well as the three individual regions,with a 0.01 significance level.This indicates that in recent years,climate change in Xinjiang has affected not only the surface layer but also the upper levels of the atmosphere,and this raising and lowering of the summertime 0℃ level has a direct impact on the warming and wetting process in Xinjiang and the amount of river runoff.Warming due to climate change increases the height of the 0℃ level,but also speeds up,ice-snow melting in mountain regions,which in turn increases river runoff,leading to a season of plentiful water instead of the more normal low flow period.     

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.     

基于小波分析的江河源区汛期和枯水期径流特征(英文)

By decomposing and reconstructing the runoff information from 1965 to 2007 of the hydrologic stations of Tuotuo River and Zhimenda in the source region of the Yangtze River, and Jimai and Tangnaihai in the source region of the Yellow River with db3 wavelet, runoff of different hydrologic stations tends to be declining in the seasons of spring flood, summer flood and dry ones except for that in Tuotuo River. The declining flood/dry seasons series was summer > spring > dry; while runoff of Tuotuo River was always increasing in different stages from 1965 to 2007 with a higher increase rate in summer flood seasons than that in spring ones. Complex Morlet wavelet was selected to detect runoff periodicity of the four hydrologic stations mentioned above. Over all seasons the periodicity was 11-12 years in the source region of the Yellow River. For the source region of the Yangtze River the periodicity was 4-6 years in the spring flood seasons and 13-14 years in the summer flood seasons. The differences of variations of flow periodicity between the upper catchment areas of the Yellow River and the Yangtze River and between seasons were considered in relation to glacial melt and annual snowfall and rainfall as providers of water for runoff.     

考虑地下水可持续开采约束条件的海河流域水资源优化配置（英文）

This study applies a hydroeconomic optimization method for water resources management in the highly water stressed Haihe River basin. A multi-objective, multi-temporal deterministic hydroeconomic optimization model has been built to quantify the economic trade-offs and reveal "minimum cost strategies" when reducing groundwater abstraction to sustainable levels. A complex basin representation, with ～140,000 decision variables is formulated where each decision variable represents a flow-path from a water source to a sink. Available water sources are runoff generated by the sub-basins upstream the nine major surface water reservoirs, the inter-basin transfers from Yellow River and South to North Water Transfer Project(SNWTP) and the natural groundwater recharge to the three main groundwater aquifers. Water demands, i.e. sinks, are aggregated for each model sub-basin in categories of the major agricultural users, domestic, industrial and ecological water demands. Each demand is associated with a curtailment cost and groundwater abstraction with a pumping cost. Groundwater overdraft is constrained in each model scenario, ranging from unlimited overdraft in the plain area groundwater aquifer to sustainable abstractions over an 8-year period. Inflow upstream Yuqiao reservoir, and the inter-basin transfers from SNWTP and Yellow River are identified as the water resources with the highest increase in average shadow prices when limiting groundwater overdraft. An increase in inflow shadow prices of 37.5% indicates that these water sources will be most valuable if sustainable groundwater abstraction should be achieved. The shadow prices of water sources reveal when and where in the Haihe River basin users are curtailed if water resources are managed in the most optimal way. Average shadow prices of 1.6 yuan/m3 for all surface water sources in the sustainable abstraction scenarios shows that overdraft can be avoided by curtailment of users with a willingness-to-pay ≤1.6 yuan/m3. The shadow prices of the existing surface water res-ervoirs represented in the model shows that no costs can be saved from expanding their capacities. Finally, the cost of achieving sustainable groundwater abstraction with present water resource availability is found to be minimum 8.2 billion yuan/year.     

SURFACE MASS BALANCE AND ITS VARIATION ON THE MIZUHO PLATEAU, ANTARCTICA IN 1987-1988

From the surface mass accumulation data in year of 1987/88, the distribution and variation of annual mass balance on Mizuho Plateau are discussed. The authors also analyze the effects of shortterm climatic and topographical variations on the mass balance. It is found that there are some differences in spatial distribution and annual average state in the year of 1987/88 and other years. Ia the area at elevation lower than 550 m near the coast, the mass balance appears to be negative. The annual mass balance over 80 km distance from S_(16) to inland is 0.84m snow depth. A low mass balance zone from 80 km site to Mizuho Station, is considered to be only 0.14 m snow depth. It is found from the comparison of mass balances that the mass-balance level on the glaciers in West China is 9 times higher than that on Mizuho Plateau, where the massbalance level appears to be low accumulative and low expensive, but inverse in middle and low latitude regions, such as on glaciers in West China. The effects of short-term     

近60年黄河水沙变化及其对三角洲沉积的影响

In order to find out the variation process of water-sediment and its effect on the Yellow River Delta, the water discharge and sediment load at Lijin from 1950 to 2007 and the decrease of water discharge and sediment load in the Yellow River Basin caused by human disturbances were analyzed by means of statistics. It was shown that the water discharge and sediment load into the sea were decreasing from 1950 to 2007 with serious fluctuation. The human activities were the main cause for decrease of water discharge and sediment load into the sea. From 1950 to 2005, the average annual reduction of water discharge and sediment load by means of water-soil conservation practices were 2.02×109 m3 and 3.41×108 t respectively, and the average annual volume by water abstraction for industry and agriculture were 2.52×1010 m3 and 2.42×108 t respectively. The average sediment trapped by Sanmenxia Reservoir was 1.45×108 t from 1960 to 2007, and the average sediment retention of Xiaolangdi Reservoir was 2.398×108 t from 1997 to 2007. Compared to the data records at Huanyuankou, the water discharge and sediment load into the sea decreased with siltation in the lower reaches and increased with scouring in the lower reaches. The coastline near river mouth extended and the delta area increased when the ratio of accumulative sediment load and accumulative water discharge into the sea (SSCT) is 25.4–26.0 kg/m3 in different time periods. However, the sharp decrease of water discharge and sediment load into the sea in recent years, especially the Yellow River into the sea at Qing 8, the entire Yellow River Delta has turned into erosion from siltation, and the time for a reversal of the state was about 1997.     

长江大通-河口段枯季的径流量变化

Based on hydrometric data and extensive investigations on water-extracting projects, this paper presents a preliminary study on water discharge changes between Datong and Xuliujing during dry season. The natural hydrological processes and human factors that influence the water discharge are analyzed with the help of GIS method. The investigations indicate that the water-extracting projects downstream from Datong to Xuliujing had amounted to 64 in number by the end of 2000,with a water-extracting capacity up to 4,626 m3/s averaged in a tidal cycle. The water extraction from the Changjiang River has become the most important factor influencing the water discharge downstream Datong during dry season. The potential magnitude in water discharge changes are estimated based on historical records of water extraction and a water balance model. The computational results were calibrated with the actual data. The future trend in changes of water discharge into the sea during dry season was discussed by taking into consideration of newly built hydro-engineering projects. The water extraction downstream Datong in dry season before 2000 had a great influence on discharges into the sea in the extremely dry year like 1978-1979. It produced a net decrease of more than 490 m^3/s in monthly mean discharges from the Changjiang into the sea. It is expected that the water extraction will continually increase in the coming decades, especially in dry years, when the net decrease in monthly mean water discharge will increase to more than 1000 m^3/s and will give a far-reaching effect on the changes of water discharge from the Changjiang into the sea.     

澜沧江流域农业灌溉需水的时空变化(英文)

Based on the data of eight meteorological stations from the 1950s to 2007, current cropping patterns, field water moisture management, we use the Mann-Kendall and the Re-scaled Range Analysis methods to research the changes of humidity and crop irrigation water requirements in the Lancang River Basin. The results show that the annual and dry season average temperatures significantly increased, and the dry season rainfall increased while wet season rainfall decreased. Evaportranspiration (ET0) increased during both dry and wet seasons at all stations except Dali, Jianchuan and Gengma, and the aridity-humidity index decreased at most of the stations. The turning points of weather factors, ET0, the arid-ity-humidity index, paddy irrigation requirements and total agricultural water requirements occurred from the 1960s to the 1990s. The spatial changing tendency of paddy irrigation quota increased with the increase of altitude and latitude, and the correlation coefficients are 0.513 and 0.610, respectively. The maximum value is observed in Weixi, while the minimum in Mengla.     

黑河过正义峡河川径流量减少的原因及对策分析

甘(甘肃)蒙(内蒙古)就黑河水量的分配问题由来已久。多年来,由于中游(甘肃)采用的是以开发河水为主,辅以开采地下水的水资源利用模式,导致了黑河过正义峡泄入下游(内蒙古)的河川径流量不断减少,近10a来尤为明显。文章在定量分析其减少原因的基础上,从兼顾中、下游用水角度出发,以《甘蒙分水原则》的最低值为约束条件,提出了中游地区应采取以开采地下水为主,辅以开发河水的水资源利用方案,从而确保了黑河过正义峡的径流量。     

特枯2006年长江中下游径流特征及江湖库径流调节过程

利用1978特枯年、2000~2006年长江中下游宜昌、汉口、大通、城陵矶及湖口等水文实测资料,对2006年长江中下游出现特大枯水水情条件下的径流变化和江、湖与水库的调节过程进行分析。结果表明:长江中下游径流变化出现洪季不洪、枯季不枯特征,洪季来水量不到平常年的60%~70%,枯季基本维持平常年的来水量;其中长江上游来水量急剧减少是造成长江中下游洪季不洪的主要因素,三峡在枯水期间的调蓄对维持长江中下游干流的水量有一定的贡献,洞庭湖与鄱阳湖两大湖泊在枯季因干流水位显著降低形成的胁迫效应是长江中下游枯季不枯的重要因素。     

长江荆南三口河系水位演变规律及对江湖水量交换关系的响应

为分析荆南三口河系水位演变规律与江湖水量交换关系。依据1956—2017年荆南三口、湖南四水、洞庭湖城陵矶站以及长江干流枝城站月平均水位及流量和该流域8个雨量站的降水数据,运用Mann-Kendall趋势检验法、回归分析、流量年特征值等方法研究了三口水位的时序演变特征及其与流量、降水、江湖水量交换、人类活动的关系。结果表明：① 与阶段一（1956—1966年）相比,阶段二（1967—1980年）、三（1981—2002年）、四（2003—2017年）河系年平均水位、年最高水位分别下降0.74 m、0.37 m,年最低水位上升0.07 m;② 在涨（4—5月）、丰（6—9月）、退（10—11月）、枯（12月—次年3月）四个水文节点上,最低水位降幅最大（-0.98 m）,平均水位次之（-0.78 m）,最高水位最小（0.55 m）,并将其降幅按水文节点排序依次为退水期（-0.95 m）>丰水期（-0.61 m）>涨水期（-0.21 m）>枯水期（0.15 m）;③ 河系水位变化与其流量变化有着较好的一致性（二者的相关系数r =0.65）,与降水量相关性较弱（r =-0.16）,但2002—2017年相对干旱的气候加剧了河系水位的下降。从总体上看,长江枝城来水量减少和以水利工程为代表的人类活动方式是导致荆南三口河系特征水位下降的主要驱动因素。     

库玛拉克河流域盛夏最大可能融雪雪量估算

利用2002-2008年6~9月EOS/MODIS卫星晴空资料,计算分析了融雪期库玛拉克河流域的积雪面积、覆盖率、雪深及雪水量;利用气象、水文台站的观测资料,对2002-2008年积雪变化与气象因子间的相互关系,2002-2008年7次洪峰时间段内最高温度的有效作用时间和12 h降水的有效影响时间等进行了分析与研究。结果表明：2002-2008年盛夏库玛拉克河流域高温融雪的主导作用比较明显,当流域内山区积雪量在5.5×108 m3以上、0 ℃层平均高度上升到4 500 m以上并且能维持4 d,库玛拉克河流域融雪型洪水的融雪量可达1.8×108~10.3×108 m3,夏季0 ℃层高度的变化可作为融雪型洪水预测的较好指标。2002-2008年这个历史时期实际积雪融化后产生的雪水当量9.88×108 t,全部融化后产生的最大可能雪水当量小于11.18×108 t;这个历史时期理论最大可能积雪融化后产生的雪水当量为17.55×108 t,全部融化后产生的雪水当量小于17.75×108 t。估算实际融化和理论融化的雪水当量,可为积雪融化后产生的最大洪水量估算提供数据支持。     

60年来洞庭湖区进出湖径流特征分析

采用集中度与集中期、M-K趋势检验法、变差系数法等方法对洞庭湖入湖径流河流（荆江三口、湖南四水）和出湖径流（城陵矶）年径流量序列进行分析。结果显示：① 洞庭湖区径流集中期为每年6~7月份,最大径流出现时间为6月底7月初;径流集中期合成向量方向介于103.2~190.2°之间,均能够反映各河流进出湖径流量最大值出现的月份。② 径流变差系数介于0.194~0.761之间,说明径流年际变率大。各河流径流极值比均在0.6以上,径流量衰减较为明显。③ 从径流的丰枯交替规律来看,湖南四水水量分配相对较为平均。荆江三口以藕池口丰水年和枯水年概率最大,分别占到32.79%和57.38%,径流年际变化较为剧烈,不利于水资源的合理利用。     

三峡水库不同调度方式运行期洞庭湖区的水情响应

运用1951-2002 年典型年实测原型水文资料,对比分析2003-2010 年三峡水库不同调度方式运行期对洞庭湖区水情的影响,结果表明：(1) 影响时间为每年5 月25 日-6 月10 日、7 月1 日-8月31 日、9 月15 日-10 月31 日、12 月-次年4 月,其中枯期补水调度的影响不很敏感;(2) 预泄调度,平水年径流有所增加,平均水位、最高水位均有上升。丰、枯年影响期径流增加平均值40.25 ×10⁸ m³;平均水位抬高平均值1.06 m,最高水位壅高平均值1.06 m;(3) 蓄洪调度,平水年洪水量稍有上涨,枯、丰年影响期洪水减少平均值444.02 × 10⁸ m³,平均洪水位降低平均值2.64 m,最高洪水位降低平均值1.42 m;(4) 蓄水调度,除平水年影响期径流增加、水位稍有壅高外,枯、丰年影响期径流减少平均值185.27 × 10⁸ m³,平均水位降低平均值3.13 m,最高水位降低平均值2.14 m;(5) 补水调度,平、丰年影响期径流减少平均值337.7 × 10⁸ m³,平均水位降低平均值1.89 m,最高水位降低平均值2.39 m,但枯水年影响期径流量增加、平均水位与最高水位稍有抬高。关键词：长江三峡水库;调度方式;洞庭湖区;水情变化     

湖南四水入洞庭湖水沙演变及成因分析

以湖南四水入洞庭湖的代表性控制站1951-2009年长系列水文数据为基础,运用Mann-Kendall趋势突变检验等方法探讨水沙演变过程并分析了其成因。结果表明:四水年径流量变化比较复杂,存在多个上升-下降过程,但总体上无明显上升或下降趋势;年输沙量总体上呈明显下降趋势,且突变时间存在差异,湘水是1996年,资水是1973-1974年,沅水是1997-1998年,澧水是1998年。年径流量的减少、植被覆盖增加以及大中型水库的建设等综合作用是2001年后年输沙量较大幅度减少的主要原因。     

1766～1911年黄河中游汛期水情变化特征研究

根据1766～1911年万锦滩汛期涨水情况的历史文献记录,重建研究时段内黄河三门峡断面逐年汛期流量R(109m3/a)和汛期开始时间T(侯尺度),其平均水平分别为径流量R=51.06×109m3/a,汛期开始时间T平均情况为7月上旬(7月第2个侯),对应于梅雨结束平均日期。研究时段内,1840 s前流量平,汛期开始时间总体较稳定;1840～1850 s流量普遍偏丰,汛期到来偏晚;1860 s开始流量减少,汛期提前,此阶段持续约40 a左右,是近300 a中黄河中游产流微弱持续最长的1个时期。