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1.
1 IntroductionRiver system, to some extent, can be regarded as an independent eco-system, which includes river channels, lakes and the lands near the water bodies. In the engineering view, river system can be defined as the flooded area with a flood frequency of 1%[1,2]. The major aspects of the river system may be its water quantity, water quality and aquatic species. The three aspects of the system have a close relation with each other. The river system has a lot of functions, of which in g…  相似文献   

2.
黄河流域环境对水资源开发承受力的思考   总被引:8,自引:0,他引:8  
尹国康 《地理学报》2002,57(2):224-231
根据黄河1919-1999年系列水沙资料,系统分析了其下游水沙变化时空过程,揭示了其发生断流原因及由此引发的环境问题,模拟了不同历史时期水情条件下环境用水需求量,并对如何提高黄河水资源开发承受能力,如何满足其环境用水提出看法。  相似文献   

3.
塔里木河下游生态需水估算   总被引:6,自引:0,他引:6  
量化生态需水是流域水权分配的重要依据。以塔里木河下游大西海子水库至尾闾台特玛湖段为研究区,借助湿周法计算了该段河道内最小生态需水量,并基于2009年和2010年河段地下水分布特征,计算沿线河道两岸各1 km范围地下水恢复至目标埋深(5~4 m)的地下水恢复量,采用潜水蒸发法和面积定额法估算了沿线天然植被生态需水量。结果表明:(1)塔里木河下游大西海子-台特玛湖河道内年最小生态需水量为1.455×108 m3;(2)以5年为恢复期限,确定该河段地下水埋深恢复至5~4 m的年恢复需水量为0.608×108~1.466×108 m3;(3)取潜水蒸发法和面积定额法计算结果均值,确定研究区天然植被生态需水量为1.042×108 m3;(4)综合考虑,塔里木河下游大西海子-台特玛湖年生态需水总量为3.105×108~3.963×108 m3。  相似文献   

4.
黑河下游额济纳绿洲生态需水关键期及需水量   总被引:6,自引:3,他引:3  
黑河流域中生态最为脆弱、植被退化最为严重而对全流域生态治理目标的实现极为关键的地区在下游额济纳绿洲。黑河分水方案主要控制年总量,由来水过程确定分水时机,采用“全线闭口、集中下泄” 的分水方式,这容易导致分水与下游绿洲需水的时间错位。要实现黑河分水对下游天然绿洲的作用和意义,不仅要充分保证分水量,更要选择适宜的分水时间,如果分水错过了下游绿洲生态需水的关键期,将会直接影响绿洲植被的正常生长。要维持黑河下游额济纳绿洲健康、稳定和持续发展,确定生态需水的关键期是首当其冲的问题。本文通过对黑河下游额济纳绿洲地下水位时空动态变化过程、天然植被耗水过程和绿洲生态过程及水文过程的关系研究,确定了黑河下游额济纳绿洲生态需水的关键期。建议在生态关键期保障输送必需的水量,合理调节水库出水量与河道径流量,保障4月和8月关键期的需水量,其中4月至少要保证0.80亿m3的输水量,8月至少要保证1.08亿m3的输水量,确保下游绿洲植被的生理需水,同时考虑到前期缺水和随后的月份水量消耗,尽可能增加关键月的配水量。  相似文献   

5.
黄河下游生态需水量及其估算   总被引:44,自引:3,他引:44  
石伟  王光谦 《地理学报》2002,57(5):595-602
通过分析黄河下游1958-2000年实测生态可用水,探讨生态需水量内涵,根据黄河特殊性及黄河生态需水量的研究现状,将维持和保护河流功能的黄河下游生态水量分为污期输运水量和非汛期生态基流量,在平滩流量输运能力最强的前提下,估算黄河下游汛期输运水量为80-120亿m^3,根据实测资料估算作为黄河下游水量控制断面花园口水文站和作为河口地区水量控制断面利津水文站的非汛期生态基分别为80-100亿m^3和50-60亿m^3,同时指出对黄河下游水沙调控和黄河流域水资源“准市场”的形成,是黄河下游生态需水量实现的保证。  相似文献   

6.
河湖水系连通特征及其利弊   总被引:9,自引:0,他引:9  
随着水资源以及水环境健康的恶化,河湖水系连通性作为河流健康以及提高水资源利用的一个重要指标在国家"十二五"战略规划中被着重提出。目前,中国对河湖水系连通特征及其对河流健康的影响缺乏足够的认识,本文主要对河湖水系连通的定义、分类、评判指标、影响因素及其对水环境健康的影响进行了一一阐述。分析表明:维持水系连通可以明显地改善...  相似文献   

7.
Although water has the central function of the bloodstream in the biosphere espe-cially in arid or semi-arid regions such as Yan’an region in northwestern China, yet the very limited attention is paid to the role of the water-related processes in ecosystem. In this re-search, based on continuous nearly 50-year data including runoff volume, sediment discharge as well as sediment accretion from hydrographic stations, and 10-year information of water quality from pollution monitoring stations, the method for measuring in-stream flow require-ment has been put forward supported by experiential models and GIS spatial analysis. Addi-tionally, the changes of in-stream flow requirement for environment and economic develop-ment have been addressed from spatial-temporal dimensions. The results show that: (1) According to the central streams in Yan’an region, mean annual in-stream flow requirement reaches 1.0619 billion m3, and the surface water for economic exploitation is 0.2445 billion m3. (2) Mean annual in-stream flow requirement for sediment transfers in flood period occupies over 80% of the integrated volume in a year. (3) From the 1950s to 1970s, in-stream flow requirement for sediment transfers is comparatively higher, while from the 1980s to 1990s, this requirement presents a decreasing tendency.  相似文献   

8.
塔里木河下游生态保护目标和措施   总被引:2,自引:0,他引:2  
针对2000-2009年塔里木河下游10次生态输水后生态环境的变化情况,提出新的生态保护目标:在距河500 m以内以胡杨(Populus euphratica)为主的重点保护带,地下水埋深保持在≤4 m,植被总盖度达到0.4~0.5;500~1 000 m为基本保护带,以柽柳(Tamarix spp.)为主,地下水埋深为4~6 m,植被总覆盖度达到0.3以上;>1 000 m为一般保护带,随着输水累积量增加,地下水埋深达到6~8 m,使现有植被不再退化;沿河两岸1 000 m的植被保护恢复总面积应达到1 028 km2;用水均衡法和潜水蒸散法重新估算的大西海子的下泄水量为2.3×108 m3 ,比原规划减少了1.2×108 m3 ,其中2.0×108 m3为维护生态所用,另外还有0.15×108~0.3×108 m3为向台特玛湖输水的水量;应保持输水连续性,大西海子以下年泄水量不小于0.36×108 m3;为了保证向下游输水,必须加强水资源调控,通过整治源流,使到达干流的水量为44.2×108 m3 ,干流严禁开荒,加强对防护堤修建后生态环境变化的监测,下游采用漫溢漂种增加植被面积。  相似文献   

9.
Northwest China includes Xinjiang Ugyur Autonomous Region, Qinghai Province, Gansu Province, Ningxia Hui Autonomous Region and Shaanxi Province, covering 308×104 km2. It is located in the warm-temperate zone and the climate is arid or semi-arid. Precipitation is very scarce but evaporation is extremely high. The climate is dry, the water resources are deficient, the eco-environment is fragile, and the distribution of water resources is uneven. In this region, precipitation is the only input, and evaporation is the only output in the inland rivers, and precipitation, surface water and groundwater change with each other for many times, which benefits the storage and utilization of water resources. The average precipitation in this region is 232 mm, the total precipitation amount is 7003×108 m3/a, the surface water resources are 1891×108 m3/a, the total natural groundwater resources are 1150×108 m3/a, the total available water resources are 438×108 m3/a, and the total water resources are 1996×108 m3/a and per capita water resources are 2278 m3/a. The water resources of the whole area are 5.94×104 m3/(a.km2), being only one-fifth of the mean value in China. Now, the available water resources are 876×108 m3/a, among which groundwater is proximate 130×108 m3/a.  相似文献   

10.
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.  相似文献   

11.
Although water has the central function of the bloodstream in the biosphere especially in arid or semi-arid regions such as Yah'an region in northwestern China, yet the very limited attention is paid to the role of the water-related processes in ecosystem. In this research, based on continuous nearly 50-year data including runoff volume, sediment discharge as well as sediment accretion from hydrographic stations, and 10-year information of water quality from pollution monitoring stations, the method for measuring in-stream flow requirement has been put forward supported by experiential models and GIS spatial analysis. Additionally, the changes of in-stream flow requirement for environment and economic development have been addressed from spatial-temporal dimensions. The results show that: (1) According to the central streams in Yan'an region, mean annual in-stream flow requirement reaches 1.0619 billion m^3, and the surface water for economic exploitation is 0.2445 billion m3 (2) Mean annual in-stream flow requirement for sediment transfers in flood period occupies over 80% of the integrated volume in a year. (3) From the 1950s to 1970s, in-stream flow requirement for sediment transfers is comparatively higher, while from the 1980s to 1990s, this requirement presents a decreasing tendency.  相似文献   

12.
黑河过正义峡河川径流量减少的原因及对策分析   总被引:33,自引:7,他引:26  
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。  相似文献   

13.
河流健康及其指标   总被引:1,自引:0,他引:1  
Based on the author’s practice in river harnessing, this paper defines that a healthy river is a river whose social and natural functions can be balanced or compromised in terms of the socio-economic, ecological and environmental values associated with the river. The environmental values of river systems should be judged according to the following criteria: the signal of a healthy river should be associated with favorable riverbed, acceptable water quality, sustainable river ecosystem and compatible runoff. The river health criterion should reflect the river’s natural function status which includes the riverbed, water quality, river ecosystem and runoff. But, the variety and quantity would be different for different rivers depending on different natural features and social background. The standards to be adopted for a healthy river should be determined according to the requirements for maintaining river’s normal natural functions and the extent whether the social and natural functions could perform in a balanced way, and also the standards adopted should be adjusted according to the change of the given conditions. The key factor of river health is the enough and clean flow. The authors stressed that human activities would hurt the river health which include excessive water diversion and excessive power generation from the river, improper regulation of flood and sediment, and over discharge of sewage into the river and over change in fish habitat. Taking the Yellow River as a case, this paper also discussed the method to identify what are the standards of a healthy river as well as environmental flows. Foundation: Chinese National Research Program, No.2006BAB06B; National Key Basic Research Development Program of China “973”, No.G1999043601 Author: Liu Changming, Academician  相似文献   

14.
Based on the author’s practice in river harnessing, this paper defines that a healthy river is a river whose social and natural functions can be balanced or compromised in terms of the socio-economic, ecological and environmental values associated with the river. The environmental values of river systems should be judged according to the following criteria: the signal of a healthy river should be associated with favorable riverbed, acceptable water quality, sustainable river ecosystem and compatible runoff. The river health criterion should reflect the river’s natural function status which includes the riverbed, water quality, river ecosystem and runoff. But, the variety and quantity would be different for different rivers depending on different natural features and social background. The standards to be adopted for a healthy river should be determined according to the requirements for maintaining river’s normal natural functions and the extent whether the social and natural functions could perform in a balanced way, and also the standards adopted should be adjusted according to the change of the given conditions. The key factor of river health is the enough and clean flow. The authors stressed that human activities would hurt the river health which include excessive water diversion and excessive power generation from the river, improper regulation of flood and sediment, and over discharge of sewage into the river and over change in fish habitat. Taking the Yellow River as a case, this paper also discussed the method to identify what are the standards of a healthy river as well as environmental flows.  相似文献   

15.
研究和确定流域生态基流及天然植被需水量是为了遏制因河道断流或流量减少而造成的生态环境退化,以确保流域生态系统健康发展。根据孔雀河流域植被类型分布及多年径流状况,将河道分为A、B两部分,A段为孔雀河上游塔什店至第三分水枢纽常年未断流河道;B段为第三分水枢纽以下天然植被主要分布区。基于塔什店水文站近50 a水文数据,结合Tennant法等4种方法对A段河道生态基流进行估算;选择潜水蒸发法、定额法对B段距河道1 km辐射范围内的天然植被需水量进行计算。结果表明:Tennant法估算的年均生态基流为9.13 m3·s-1,对应基本生态水量为2.88×108 m3·a-1,满足A段河道2000—2018年多年平均河损,且近10 a(2009—2018年)塔什店实测年均流量均可满足此生态基流标准;B段河道辐射范围内天然植被总面积为4.66×104 hm2,生态需水量为0.95×108 m3·a-1,以孔雀河生态输水工程为例科学调控水资源,在满足A段基本生态基流的同时兼顾B段天然植被需水量。研究结果对实现孔雀河河道修复和不同水平年下生态供水具有一定的意义。  相似文献   

16.
The method of time series is applied to analyze the variation of precipitation and temperature from 1961 to 2002 in the mountainous areas of the Tarim River Basin, as well as water consumption in the headstream and mainstream areas. Those hydrologic parameters are verified. Quantitative results indicate that the precipitation and temperature in the headstream areas have an increasing trend to different extent. The increasing trend of precipitation is less significant than that of the temperature (α= 0.05). Runoff of three headstreams also increases especially from 1994 to 2002. Compared with the perennial runoff, the annual runoff has increased by 25.163×108 m3/a. However, inflows of the mainstream areas has only increased by 0.9985×108 m3/a. So the runoff at the different hydrologic stations in the headstream areas has a linear decreasing trend. It is shown that the degraded trend of eco-environment of the Tarim River Basin hardly changes in the special water period for ten consecutive years. Given runoff of three headstreams is accounted in normal period from 1957 to 2003, the annual runoff of the headstream areas would be only 22.57×108 m3. Therefore, more attention should be given to ecological safety of the Tarim River Basin.  相似文献   

17.
黄河干流河道水量自然补损分析   总被引:2,自引:0,他引:2  
李春晖  杨志峰 《地理学报》2003,58(4):527-533
根据水量平衡原理建立干流区间河道水量平衡关系,得到干流河道水量自然补损计算方程。利用1956~1979年干流区间自产天然径流量与区间河道上下游控制站天然径流量、区间降水量系列之间的线性相关性,延长得到黄河流域1951~1998年龙羊峡以下6个干流区间逐月自产天然径流量,并计算分析各干流区间的干流河道自然补损水量。结果表明:多年平均河口镇-龙门干流区间和三门峡-花园口干流区间河道水量补充大于损失,其余区间干流河道水量为损失大于补充。总体上,龙羊峡以下区间干流河道净自然损失水量多年平均为35.43×108 m3,而且呈增大趋势,20世纪90年代达到最高,平均为44.16×108 m3/年。  相似文献   

18.
FENG Yan  HE Daming 《地理学报》2009,19(2):189-199
Competitive use of transboundary freshwater resources is becoming one of the key factors influencing regional peace and political relationship among states. In China, 18 major international river basins are concentrated in three regions, of which the total annual outflow at the border is 7320×108 m3, occupying 26.8% of the total annual runoff of China, and the inflow at the border is only 172×108 m3. In this paper, we analyzed the major drivers affecting shared water vulnerability in China, namely: (1) changes in physical conditions affecting the availability of water; (2) competing objectives between economic development and ecological conservation; (3) lack of emergency response mechanisms; (4) unsound administrative institutions; and (5) shortcomings in the development of regional cooperation based on transboundary waters. We concluded by identifying four pathways for reducing vulnerability: (1) encouraging scientific research cooperation; (2) constructing information-sharing channels; (3) establishing early-warning mechanisms; and (4) promoting further coordination and negotiation.  相似文献   

19.
中国西北干旱内陆河流域分布式出山径流模型   总被引:1,自引:0,他引:1  
In order to predict the futuristic runoff under global warming, and to approach to the effects of vegetation on the ecological environment of the inland river mountainous watershed of Northwest China, the authors use the routine hydrometric data to create a distributed monthly model with some conceptual parameters, coupled with GIS and RS tools and data. The model takes sub-basin as the minimal confluent unit, divides the main soils of the basin into 3 layers, and identifies the vegetation types as forest and pasture. The data used in the model are precipitation, air temperature, runoff, soil weight water content, soil depth, soil bulk density, soil porosity, land cover,etc. The model holds that if the water amount is greater than the water content capacity, there will be surface runoff. The actual evaporation is proportional to the product of the potential evaporation and soil volume water content. The studied basin is Heihe mainstream mountainous basin, with a drainage area of 10,009 km^2. The data used in this simulation are from Jan. 1980 to Dec. 1995, and the first 10 years‘ data are used to simulate, while the last 5 years‘ data are used to calibrate. For the simulation process, the Nash-Sutcliffe Equation, Balance Error and Explained Variance is 0.8681,5.4008 and 0.8718 respectively, while for the calibration process, 0.8799, -0.5974 and 0.8800 respectively. The model results show that the futuristic runoff of Heihe river basin will increase a little. The snowmelt, glacier meltwater and the evaportranspiration will increase. The air temperature increment will make the permanent snow and glacier area diminish, and the snowline will rise. The vegetation, especially the forest in Heihe mountainous watershed, could lead to the evapoWanspimtion decrease of the watershed, adjust the runoff orocess, and increase the soil water content.  相似文献   

20.
In order to predict the futuristic runoff under global warming, and to approach to the effects of vegetation on the ecological environment of the inland river mountainous watershed of Northwest China, the authors use the routine hydrometric data to create a distributed monthly model with some conceptual parameters, coupled with GIS and RS tools and data. The model takes sub-basin as the minimal confluent unit, divides the main soils of the basin into 3 layers, and identifies the vegetation types as forest and pasture. The data used in the model are precipitation, air temperature, runoff, soil weight water content, soil depth, soil bulk density, soil porosity, land cover, etc. The model holds that if the water amount is greater than the water content capacity, there will be surface runoff. The actual evaporation is proportional to the product of the potential evaporation and soil volume water content. The studied basin is Heihe mainstream mountainous basin, with a drainage area of 10,009 km2. The data used in this simulation are from Jan. 1980 to Dec. 1995, and the first 10 years' data are used to simulate, while the last 5 years' data are used to calibrate. For the simulation process, the Nash-Sutcliffe Equation, Balance Error and Explained Variance is 0.8681, 5.4008 and 0.8718 respectively, while for the calibration process, 0.8799, -0.5974 and 0.8800 respectively. The model results show that the futuristic runoff of Heihe river basin will increase a little. The snowmelt, glacier meltwater and the evaportranspiration will increase. The air temperature increment will make the permanent snow and glacier area diminish, and the snowline will rise. The vegetation, especially the forest in Heihe mountainous watershed, could lead to the evapotranspiration decrease of the watershed, adjust the runoff process, and increase the soil water content.  相似文献   

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