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1.
ABSTRACT

This study describes the assessment of reservoir sedimentation of the Patratu Reservoir using Satellite Remote Sensing (SRS). The sedimentation assessment was carried out using satellite data and reservoir water level data from 2006 to 2012. Water spread area was analysed from satellite data. The Normalized Difference Water Index (NDWI) has been used to delineate open water features and to enhance the presence of water surface in satellite imagery of the Patratu Reservoir. Water spread area of the reservoir at a particular elevation on the date of the passing of the satellite was used to develop an elevation-area curve. For the present case, fluctuation of water level was found to vary from 387.096 to 406.152 m. The linear interpolation/extrapolation technique has been employed to assess the water spread area of Patratu Reservoir at different elevations. Further, these areas were used to compute the live storage capacity of the reservoir between two elevations by the Prismoidal formula. From the study, it was found that due to sedimentation, the live storage capacity of Patratu Reservoir has reduced from 101.95 to 89.96 hm3, thus showing capacity loss of 11.76% in a span of 44 years. To increase the live storage capacity of the reservoir it is proposed to adopt manual and mechanical digging combined with flushing for desilting of the deposited sediment.
EDITOR D. Koutsoyiannis ASSOCIATE EDITOR S. Kanae  相似文献   

2.
内陆河流生态环境需水量定量研究   总被引:27,自引:1,他引:26  
在有限的水资源中,必须维持合理的生态环境需水量,以满足国民经济持续发展和生态平衡维护的需要,以内陆河流为对象,以生态学理论和水环境容量理论为基础,从维持河流系统水生生物生存、维持水体一定量稀释自净能力以及防止河流水面净蒸发损失的角度出发,分析计算了河流系统的生态环境需水量,以期为水资源合理配置提供科学依据。  相似文献   

3.
北京官厅水库流域农田地表径流生物可利用磷流失规律   总被引:6,自引:0,他引:6  
在模拟降雨条件下(30-69mm/39min),对官厅水库流域玉米地和休闲地地表径流泥沙和生物可利用磷(BAP)流失进行了初步研究. 累积泥沙产量受雨强、坡度和作物覆盖影响,变幅为305.1-24933.4g/10m2;径流平均颗粒态生物可利用磷(BPP)、溶解态磷(SP)浓度都超出水体允许临界值0.02mg/L,表明流域农田地表径流对库区水体存在潜在污染危害;径流累积BAP流失达0.08-4.804g/10m2,估算的农田径流BAP流失达0.49kg/(hm2.a)以上. 79.7%以上的BAP是颗粒态的. 研究结果有助于采取措施减少农田径流向库区输入生物可利用磷、准确地评估流域农业管理实践对水库水质的影响.  相似文献   

4.
This paper describes the hydrological changes caused by inter‐basin water transfer and the reservoir development on the hydrological regimes of two rivers. The Sabljaki Reservoir in the Zagorska Mre?nica River and the Bukovik Reservoir in the upper Dobra River began operation in 1959. Both are part of the hydroelectric power plant (HEPP) Gojak, whose installed capacity is 50 m3/s. Their water volumes at the spillway altitudes of 320·10 and 320·15 m a. s. l. are 3·3 × 106 and 0·24 × 106 m3 respectively. Both the Dobra and Mre?nica Rivers are losing, sinking and underground karst rivers. A 9376‐m‐long tunnel provides water from the Sabljaki Reservoir to the HEPP Gojak, which was constructed in the Lower Dobra River. The Sabljaki Reservoir is located in the Pla?ki karst polje, while the Bukovik Reservoir is located in the neighbouring Ogulin karst polje. The consequences of the inter‐basin water transfer are strong and have caused abrupt changes in the hydrological regimes of the downstream sections of both rivers. At the same time, the construction and development of both the reservoirs have also caused hydrological changes to the upstream section of the Upper Dobra River. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

5.
天津市北塘水库水质咸化原因和防治对策   总被引:3,自引:0,他引:3  
姜翠玲  裴海峰 《湖泊科学》2007,19(4):428-433
为确定天津市北塘水库作为南水北调供水调节和事故备用水库的水质安全性,于2005年7-12月,监测分析水体、底泥和库周土壤中全盐量和Cl-浓度的变化,研究水源补给、底泥释放、降雨蒸发和地下水水位变动等因素对水库水质的影响.结果表明在目前蓄潮白新河水的条件下,北塘水库水中的Cl-浓度变化幅度为302-409 mg/L,超过饮用水水源地的水质标准(GB3838-2002).库区0-100 cm底泥全盐量平均值为0.253%,Cl-含量为0.048%,分别是库周土壤的1/8和1/18.3.因此,蓄水造成水库底泥盐分的大量释放.经计算,Cl-的平均释放强度为1.3g/(m2·d).南水北调通水后,若水库保持在5.60m以上的运行水位,底泥释放虽造成Cl-浓度上升,但水质能达到供水水源地的标准.水库周边地下水的矿化度为59.63g/L,Cl-浓度为26.17 g/L,远高于水库水体的含盐量,但只要在5.60m以上水位运行,水库就不会受到高矿化度地下水的补给影响.因此,在合理调度的基础上,北塘水库作为天津市南水北调供水调节和事故备用水库是安全的.  相似文献   

6.
《湖泊科学》2023,35(2)
三峡水库,位于长江中游,是三峡工程建成后蓄水形成的人工湖泊,面积1084km^2,是我国最大的水库。2003年开始蓄水,175m正常蓄水位高程时,水库总库容为393×10^8m^3(摄影:黄正平)。  相似文献   

7.
Retrogressive erosion, a widespread phenomenon of sediment transport in reservoirs, often impacts on both the reservoir capacity and the sedimentation in the downstream river channel. Based on field data from the Sanmenxia Reservoir and the Lower Yellow River over the past decades, three courses of ret-rogressive erosion with distinctive features were analyzed. The results indicate that retrogressive erosion, especially caused by rapid reduction in the water level till the reservoir is empty, often results in the serious siltation of the lower Yellow River and threatens the safety of the flood control in the Lower Yellow River. Unreasonable operation of the reservoir and incoming hyperconcentrated floods accom-panied by retrogressive erosion also aggravate the siltation of the main channel of the river. However, a reasonable operation mode of the reservoir so named"storing the clear (low sediment concentration) water in the non–flood season, and sluicing the muddy(high sediment concentration) water in the flood season" was found, which might mitigate the deposition in both the reservoir and the Lower Yellow River. This operation mode provides important experience for the design and operation of large reser-voirs in other large rivers carrying huge amounts of sediment.  相似文献   

8.
官厅水库水体营养状况分析   总被引:23,自引:4,他引:19  
2001-2002年的调研结果显示,官厅水库为富营养型湖泊.初级生产力为浮游藻类与大型水生高等植物混合型.浮游藻类细胞密度为1126.54×104cells/L,其中蓝藻占53.4%,绿藻占32.1%.优势种为水华微囊藻(Microcystisflos-aquae)和铜绿微囊藻(M.aeruginosa).7-10月库区水体出现大面积的微囊藻水华.TN、TP分别为1.182mg/L和0.045mg/L,水体已达富营养.官厅水库TN和TP的质量浓度比大于7,Chla与TP存在显著的正相关.磷是水体中初级生产力增长的限制性营养盐.官厅水库的污染物主要来自点源,其次是面源和内源.应以点源为主进行综合防治,恢复其饮用水源地功能,以缓解北京市淡水资源的紧缺状态.  相似文献   

9.
论水库的三角洲淤积(二)   总被引:3,自引:1,他引:2  
韩其为 《湖泊科学》1995,7(3):213-225
根据不平衡输沙方程,论证了水库淤积的三角洲趋向性.用水库淤积与河床演变通用数学模型对水库淤积过程进行了“试验”,得到了典型三角洲的形成与发展的全过程.据此对于已形成三角洲的水库,利用非均匀悬移质不平衡输沙理论,推导了一整套三角洲形态特征的理论表达式,包括三角洲淤积百分数、前坡淤积百分数、洲面线方程、水面线方程、前坡长度、洲面和前坡淤积物级配及各特征断面的悬移质级配。阐述了三角洲推进的定量方程和三角洲形成的条件,包括水库淤积百分数及水位变幅。对三角洲的形成、形态特征、推进及转化作了较全面和系统的定量分析。  相似文献   

10.
论水库的三角洲淤积(一)   总被引:4,自引:2,他引:2  
韩其为 《湖泊科学》1995,7(2):107-118
根据不平衡输沙方程,论证了水库淤积的三角洲向性。用水库淤积与河床演变通用数学模型对水库淤积过程进行了“试验”,得到了典型三角洲的形成与发展的全过程,据此对于已形成三角洲的水库,利用非均匀悬移质平衡输沙理论,推导了一整套三角洲形态特征的理论表达式,包括三角洲淤积百发数,前坡淤积百分数、洲面线方程,水面线方程,前坡长度,洲面和前坡淤积物级配及各特征断面的悬移质级配,阐述了三角洲推进的定量方程和三角洲形  相似文献   

11.
Many reservoirs around the world are being operated based on rule curves developed without considering the evacuation of deposited sediment. Current reservoir simulation and optimization models fall short of incorporating the concept of sustainability because the reservoir storage losses due to sedimentation are not considered. This study develops a new model called Reservoir Optimization‐Simulation with Sediment Evacuation (ROSSE) model. The model utilizes genetic algorithm based optimization capabilities and embeds the sediment evacuation module into the simulation module. The sediment evacuation module is implemented using the Tsinghua university flushing equation. The ROSSE model is applied to optimize the rule curves of Tarbela Reservoir, the largest reservoir in Pakistan with chronic sedimentation problems. In the present study, rule curves are optimized for maximization of net economic benefits from water released. The water released can be used for irrigation, power production, sediment evacuation, and for flood control purposes. Relative weights are used to combine the benefits from these conflicting water uses. Nine sets of rule curves are compared, namely existing rule curves and proposed rule curves for eight scenarios developed for various policy options. These optimized rule curves show an increase of net individual economic benefits ranging from 9 to 248% over the existing rule curves. The shortage of irrigation supply during the simulation period is reduced by 38% and reservoir sustainability is enhanced by 28% through increased sediment evacuation. The study concludes that by modifying the operating policy and rule curves, it is possible to enhance the reservoir's sustainability and maximize the net economic benefits. The developed methodology and the model can be used for optimization of rule curves of other reservoirs with sedimentation problems. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

12.
Sediment supply to the lower Jingjiang River will be subject to substantial reduction after the impoundment of the Three Gorges Reservoir, which could result in an excess of carrying capacity and serious bank erosions in the downstream alluvial channel, threatening the bank protection works and the safety of the Jingjiang Dyke. This paper presents a summary of research works concerning the fluvial processes in the lower Jingjiang River and the possible impact of the Three Gorges Reservoir impoundment on the variation of its channel pattern. Three different predictions have been put forward by researchers: 1) the Jingjiang River will evolve towards a more sinuous, meandering channel pattern, with extensive bank erosion taking place along the river; 2) the river channel will be straightened and broadened because no point bar can be formed due to reduced sediment supply while bank erosion develops in the concave bank, and 3) this river reach will maintain its present channel pattern without significant change, although the sinuosity may be slightly reduced, since: a) the Three Gorges Reservoir mainly intercept sediment particles with sizes larger than 0.025mm, and b) the complex interaction between the Yangtze River and the Dongting Lake helps to reduce the negative effect of channel erosion through certain self-adjusting mechanism in fluvial processes. Discrepancy between these predictions shows that further research efforts are needed to understand the impact of Three Gorges Reservoir operation on the downstream fluvial processes. Meanwhile, there is an urgent need to closely monitor future development in the fluvial processes of the Jingjiang River and its influence on the safety of the Jingjiang Dykes.  相似文献   

13.
Yasinskii  S. V. 《Water Resources》2004,31(5):581-587
The possibilities for taking into account the interaction between natural and anthropogenic components within the system of water body–catchment are discussed along with the method for geoenvironmental zoning of the area of its maximum manifestation in terms of the impact on the water quality of a water object. Methodical approaches to the problem are considered using the Istra Reservoir as an example. This reservoir is incorporated into the Moskva River system of water supply for the city of Moscow.  相似文献   

14.
针对当前的水库提前蓄水调度研究尚未考虑碳减排问题,本文基于水库碳排放和有机碳埋藏因子法,构建了考虑碳减排的水库提前蓄水调度模型,采用基于熵权重的逼近理想解排序法(TOPSIS)对提前蓄水调度方案进行了多目标评价,以优选调度方案,在三峡水库开展了实例研究。研究结果表明:三峡水库从9月1日起蓄,于9月30日逐步蓄至167 m的调度方案最优,相较于原设计方案,在不增加防洪风险的前提下,多年平均发电量增加29.91亿kW·h(8.80%),弃水量减少26.03亿m3(27.51%),碳排放量减少69.26亿g(3.94%),有机碳埋藏量增加1.93亿g(1.28%),温室气体的CO2碳当量减少235.48亿g(3.85%),提前蓄水方案可显著提升三峡水库发电量、供水保障能力和减少碳排放量。本研究为水库提前蓄水的水碳协同调度提供了技术支撑。  相似文献   

15.
Observation of the operation of the Sanmenxia Reservoir on the Yellow River has led to the conclusion that to preserve a certain effective storage volume for reservoirs built on heavily silt-laden rivers is feasible if the reservoir is operated according to the principle known as "storing the clear water and discharging the muddy flow". The relative stability of the bed elevation at the end of the backwater and the reservoir's erosion and deposition equilibrium depend on the compatibility of the pool level maintained in non-flood seasons with the conditions of flow and sediment load during flood seasons. Operating the reservoir to regulate the flood and sediment load during flood seasons can reduce the rate of aggradation in the Lower Yellow River. The basic condition for applying the operation mode of "storing the clear water and discharging the muddy flow" is that a sufficient amount of water should be used for discharging sediment during flood seasons. Under the condition of extremely low flow years, reservoir sedimentation cannot be avoided even if this operation mode is adopted.  相似文献   

16.
This paper summarizes the latest developments, future prospects, and proposed countermeasures of reservoir sedimentation and channel scour downstream of the Three Gorges Reservoir (TGR) on the Yangtze River in China. Three key results have been found.(1) The incoming sediment load to the TGR has been significantly lower than expected.(2) The accumulated volume of sediment deposition in the TGR is smaller than expected because the overall sediment delivery ratio is relatively low, and the deposition in the near-dam area of the TGR is still developing.(3) River bed scour in the river reaches downstream of the Gezhouba Dam is still occurring and channel scour has extended to reaches as far downstream as the Hukou reach. Significantly, sedimentation of the TGR is less problematic than expected since the start of operation of the TGR on the one hand;on the other hand, the possible increases in sediment risks from dependence on upstream sediment control, deposition in the reservoir, and scour along middle Yangtze River should be paid more attention.(1) Sediment trapped by dams built along the upper Yangtze River and billion tons of loose materials on unstable slopes produced by the Wenchuan Earthquake could be new sediment sources for the upper Yangtze River. More seriously, possible release of this sediment into the upper Yangtze River due to new earthquakes or extreme climate events could overwhelm the river system, and produce catastrophic consequences.(2) Increasing sediment deposition in the TGR is harmful to the safety and efficiency of project operation and navigation.(3) The drastic scour along the middle Yangtze River has intensified the down-cutting of the riverbed and erosion of revetment, it has already led to increasing risk to flood control structures and ecological safety. It is suggested to continue the Field Observation Program, to initiate research programs and to focus on risks of sedimentation.  相似文献   

17.
林莉  董磊  潘雄  杨文俊 《湖泊科学》2023,35(2):411-422
三峡水库举世瞩目,是长江保护与治理的关键性枢纽工程,水库自2003年蓄水运行后库区水沙条件均发生了显著改变,对库区水生态环境产生了深远影响。本文系统综述了三峡水库蓄水运行后库区的水流动力特性和泥沙淤积特性,总结了蓄水后水库的新水沙运动情况;从水库蓄水运行后水质参数特征,营养物质、重金属和典型有毒有机污染物的赋存特征等方面,分析了三峡水库库区新水沙变化条件下的水环境响应特征;基于水库蓄水前后浮游植物、底栖动物等重点生物群落的现存量和群落特征变化规律,探索了三峡水库新水沙变化条件下库区的水生态响应特征;最后对未来三峡水库运行下的水生态环境效应研究提出展望,本文可为三峡水库水生态环境保护科学研究和管理提供新的认识和决策参考。  相似文献   

18.
Based on long-term measurements at three gauging stations, Toudaoguai, Fugu and Hequ, and one meteorological station, this article discusses the features of discharge (Q) and sediment concentration (Cs) of a river reach of the Yellow River with a reservoir located in the Loess Plateau. The impacts of the local sub-watershed between Toudaoguai and Fugu gauging stations on sediment budget to the Yellow River have been analyzed. In addition, the deposition processes in the Tianqiao Reservoir have been investigated. Results show over 80% of the precipitation that falls in the local subwatershed is unable to contribute to the Yellow River runoff process. It is found that the annualmaximum sediment concentration is usually less than 30 kg/m^3 during flood seasons at Toudaoguai Gauging Station, but the sediment concentration varies dramatically at Fugu Gauging Station. About 35% of the sediment eroded in the sub-watersheds between Toudaoguai and Fugu gauging stationswas produced from the Huangfuchuan sub-watershed which has a drainage area accounting only for 10% of the drainage area between Toudaoguai and Fugu gauging stations. The Tianqiao Reservoir generally has deposition during the summer flood season, and scouring during the non-flood season.On average, over 85% of deposited sediment in the reservoir occurs in the 12 km long lower reservoir reach. The volume of annual deposition in the reservoir mainly depends on the volume of water from the local region between Hequ and Fugu gauging stations.  相似文献   

19.
Factors responsible for the formation of water salinity in the Yumaguzinskoe Reservoir, which is under construction in the upper reaches of the Belaya River, are analyzed. Based on the prediction experience and a sufficient amount of initial data on water quality of the Belaya River, the universally accepted algorithm of prediction for years of different water supply levels using the calculation method of running-out has been modified. As revealed, the minimum water salinity at the reservoir spillway is observed in May–August, the maximum water salinity being in January–March. The regularities of a general nature have been found.Translated from Vodnye Resursy, Vol. 32, No. 2, 2005, pp. 214–222.Original Russian Text Copyright © 2005 by Popov, Oboldina.  相似文献   

20.
典型枯水年长江干流硅的分布、输送与滞留   总被引:1,自引:0,他引:1  
于特枯水情年对三峡水库溶解硅和长江干流自涪陵至河口段悬浮颗粒物、溶解硅、生物硅和叶绿素a浓度等进行调查.研究表明,在平水期和汛期末,长江干流水体溶解硅和生物硅浓度和通量在其上游受大坝"滞留"效应的影响呈现沿程降低的趋势,中、下游受"两湖"和汉江等的补充作用有明显升高.在枯水年,长江干流水体生物硅浓度占活性硅(溶解硅和生物硅之和)浓度的2%~5%,显著低于平水年的比例(13%),同时也低于世界河流的平均水平(16%).三峡水库在4-12月份减少溶解硅向下游的输送通量,而在1-3月份增加溶解硅的输送通量;水库在枯水年滞留了大约3%~6%的溶解硅.三峡水库内低的初级生产水平和高的生物硅再生速率是其难以对溶解硅形成有效滞留的主要因素.大坝下游会因清水下泄产生潜在的滞留效应,不过还需要更多的数据去量化.  相似文献   

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