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上游用水对青年水库来水量的影响分析及计算
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作者 张晓雨 张春红 《黑龙江水利科技》 2010年第1期198-198,共1页
通过对青年水库上游用水影响来水量的形式分析,采用增加的蒸发量为流域径流损失的方法,计算减少的来水量。
关键词 上游用水 回归 渗漏 蒸发 影响 分析计算
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榆林市马镇黄河引水设计径流计算分析 被引量:1
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作者 席雅娟 霍磊 《陕西水利》 2018年第5期251-254,共4页
马镇引水工程是榆林市规划的黄河东线引水骨干工程,从榆林东部黄河干流马镇断面引水,断面设计径流的确定是工程设计的基础,关系到工程水源的可靠性,取水口位于府谷水文站下游,其间无较大支流汇入,可采用府谷站径流分析成果。依据黄河流... 马镇引水工程是榆林市规划的黄河东线引水骨干工程,从榆林东部黄河干流马镇断面引水,断面设计径流的确定是工程设计的基础,关系到工程水源的可靠性,取水口位于府谷水文站下游,其间无较大支流汇入,可采用府谷站径流分析成果。依据黄河流域相关典型断面径流设计成果,进行府谷断面设计径流计算分析。对实测径流考虑流域地表用水损耗及大中型水库调蓄影响进行还原计算,并对还原后的径流量考虑下垫面条件变化影响,进行径流一致性处理,得到天然径流量(1956~2010年)。在此基础上,分析计算上游断面设计水平年2030年配置用水量,通过对断面以上梯级水库进行调节计算,分析断面设计水平年2030年来水量为192.7亿m^3,其中汛期7~10月径流量92.6亿m^3,非汛期11月~6月径流量100.1亿m^3;90%保证率来水143.4亿m^3,断面径流可以满足工程年取水量7亿m^3的要求,为工程设计提供可靠依据。 展开更多
关键词 马镇引 榆林市 黄河东线引 实测径流 还原计算 一致性处理 天然径流量 上游用水 调节计算 设计径流
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Dynamic Monitoring of Soil Erosion for Upper Stream of Miyun Reservoir in the Last 30 Years 被引量:6
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作者 LI Xiao-song WU Bing-fang ZHANG Lei 《Journal of Mountain Science》 SCIE CSCD 2013年第5期801-811,共11页
The Revised Universal Soil Loss Equation (RUSLE) was applied to assess the spatial distribution and dynamic properties of soil loss with geographic information system (GIS) and remote sensing (RS) technologies. ... The Revised Universal Soil Loss Equation (RUSLE) was applied to assess the spatial distribution and dynamic properties of soil loss with geographic information system (GIS) and remote sensing (RS) technologies. To improve the accuracy of soil-erosion estimates, a new C-factor estimation model was developed based on land cover and time series normalized difference vegetation index (NDVI) datasets. The new C-factor was then applied in the RUSLE to integrate rainfall, soil, vegetation, and topography data of different periods, and thus monitor the distribution of soil erosion patterns and their dynamics during a 3o-year period of the upstream watershed of Miynn Reservoir (UWMR), China. The results showed that the new C-factor estimation method, which considers land cover status and dynamics, and explicitly incorporates within-land cover variability, was more rational, quantitative, and reliable. An average annual soil loss in UWMR of 25.68, 21.04, and 16.8o t ha-1 a-1 was estimated for 1990, 2000 and 2010, respectively, corroborated by comparing spatial and temporal variation in sediment yield. Between 2000 and 2010, a 1.38% average annual increase was observed in the area of lands that lost less than 5 t ha-1 a^-1, while during 1990-2000 such lands only increased on average by o.46%. Areas that classified as severe, very severe and extremely severe accounted for 5.68% of the total UWMR in 2010, and primarily occurred in dry areas or grasslands of sloping fields. The reason for the change in rate of soil loss is explained by an increased appreciation of soil conservation by developers and planners. Moreover,we recommend that UWMR watershed adopt further conservation measures such as terraced plowing of dry land, afforestation, or grassland enclosures as part of a concerted effort to reduce on-going soil erosion. 展开更多
关键词 Revised Universal Soil Loss Equation(RUSLE) Soil loss Miyun Reservoir Land cover NDVI
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Assessment of Salinity Intrusion in the Red River under the Effect of Climate Change
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作者 Le Thu Hien Pham Ngoc Quy Nguyen Trung Viet 《Journal of Civil Engineering and Architecture》 2010年第6期21-26,共6页
This paper focuses on analysis of salinity distribution along Red River and its main branches to determine and limit effects of salinity intrusion under variable scenarios for outlet discharge from upstream reservoirs... This paper focuses on analysis of salinity distribution along Red River and its main branches to determine and limit effects of salinity intrusion under variable scenarios for outlet discharge from upstream reservoirs and the tidal magnitude under global climate change effects. The effect of outlet discharge from upstream reservoirs, which generates flow in droughty months, is considered as upstream input condition for salinity intrusion. The sea level rising phenomenon is represented by scenarios according to prediction of the Intergovernmental Panel on Climate Change (IPCC). The lateral flow and the rainfall in dry season are neglected in the process of simulation. MIKE 11, ID river model software by DHI (Danish Hydraulic Institute), is used to simulate the processes of salt water intrusion from the river mouths to the upstream of the river in consideration the effect of the Sea Level Rise phenomenon and the operation of existing reservoirs and those under construction. The results indicate that salinity intrusion length from river mouth depends on the estuary characteristics, discharges from upper reservoirs and tidal phases (low and high tides). With the safe salinity concentration for agriculture and livestock is 4 psu, the study shows that the length of intruded salt in Red River is about 40km from the river mouth, in otherwise, the effect of salinity intrusion in Thai Binh river is negligible. The Sea Level Rise phenomenon has inconsiderable affects on salinity intrusion processes in Red River System. The influence of outlet discharges from upstream reservoirs has also negligible affects on prevent salinity intrusion from the sea. According to the results of the study, reasonable water resources utilization and appropriate reservoir operation approaches in the drought will be studied to protect the crop and aquaculture from salinity intrusion. 展开更多
关键词 Red River salinity intrusion RESERVOIR climate change.
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