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南水北调西线工程和西水北调初探 被引量:3
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作者 杨永年 《四川水力发电》 2002年第4期26-31,42,共7页
简述调怒江及雅鲁藏布江水入黄河及金沙江的路线和方法,以解决黄河水资源不足问题,并可增加长江上游及黄河的水能资源利用,以满足经济发展需要.
关键词 南水西线工程 水利规划 水资源 西水北调
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“西水北调”与可持续发展
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作者 黄保勤 《贵州民族大学学报(哲学社会科学版)》 1998年第3期80-84,共5页
关键词 西水北调 雅鲁藏布江 可持续发 生存空间 中国西部 有机质 反贫困 生态环境 中国21世纪 人与自然
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也谈“西水北调”问题——关于西水北调问题与杨永年先生商榷
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作者 高双营 《四川水力发电》 2006年第2期88-90,105,共4页
从青藏高原北调的1000亿m3水,经过金沙江王大龙水库第一次分流,除用以补偿因中线调水损失外,可将大部分水纳入黄河,以支持西部大开发用水;“引洮济渭”进行第二次分流,以解决关中地区干旱和渭河的水流条件;在黄河大柳树水库实行第三次分... 从青藏高原北调的1000亿m3水,经过金沙江王大龙水库第一次分流,除用以补偿因中线调水损失外,可将大部分水纳入黄河,以支持西部大开发用水;“引洮济渭”进行第二次分流,以解决关中地区干旱和渭河的水流条件;在黄河大柳树水库实行第三次分流,用南北干渠将水引向大西北,解决内蒙古西部、甘肃北部、新疆南部塔里木盆地、塔里木河流域的生产生活用水,生态用水,使沙漠变绿洲。 展开更多
关键词 西水北调 引洮济渭 引水向西
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探索南水北调西线工程两利双赢方案——原西南电管局局长、资深专家王尊相访谈录
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作者 王尊相 黄永盛 廖鹏 《四川水力发电》 2006年第A01期109-111,144,共3页
南水北调西线工程是被称为世界上规模最大的调水工程。西线调水将会严重影响西电东送。西水北调是解决问题的两利双赢方案。这样浩大的工程必须遵照党中央的指导方针,尊重科学、尊重实践、尊重专家,广泛听取意见,多方论证,使决策符合实... 南水北调西线工程是被称为世界上规模最大的调水工程。西线调水将会严重影响西电东送。西水北调是解决问题的两利双赢方案。这样浩大的工程必须遵照党中央的指导方针,尊重科学、尊重实践、尊重专家,广泛听取意见,多方论证,使决策符合实际,减少失误。 展开更多
关键词 南水 西水北调 济黄补金 科学和谐
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水电基地与南水北调西线工程
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作者 王尊相 《中国能源》 2004年第7期25-27,共3页
金沙江、长江上游、雅砻江、大渡河是我国宝贵的水电基地,规划69座电站装机容量13000万kW,年发电量7530亿kWh,是我国21世纪永续利用的电力能源。而南水北调西线工程规划自四大基地河源调水190亿m3,即将减少保证出力1054.3万kW、电量109... 金沙江、长江上游、雅砻江、大渡河是我国宝贵的水电基地,规划69座电站装机容量13000万kW,年发电量7530亿kWh,是我国21世纪永续利用的电力能源。而南水北调西线工程规划自四大基地河源调水190亿m3,即将减少保证出力1054.3万kW、电量1099.3亿kWh,分别损失15%、14%。西水北调分期建设方案,自雅鲁藏布江及怒江调水近1000亿m3,可济黄补金。既可向黄河补水500多亿m3,又可向金沙江补水近400多亿m3。彻底解决黄河流域的缺水问题和增加黄河各梯级装机容量,而不影响四大基地的保证出力与保证电量,又能增加金沙江的下泄流量,确保北方用水,还可增加金沙江和长江上游的装机容量。 展开更多
关键词 西水北调 水电基地
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Spatio-temporal distribution of phytoplankton in the Danjiangkou Reservoir, a water source area for the South-to-North Water Diversion Project (Middle Route), China 被引量:12
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作者 殷大聪 郑凌凌 宋立荣 《Chinese Journal of Oceanology and Limnology》 SCIE CAS CSCD 2011年第3期531-540,共10页
One of the water source areas of the South-to-North Water Diversion Project is the Danjiangkou Reservoir (DJKR). To understand seasonal variation in phytoplankton composition, abundance and distribution in the DJKR ... One of the water source areas of the South-to-North Water Diversion Project is the Danjiangkou Reservoir (DJKR). To understand seasonal variation in phytoplankton composition, abundance and distribution in the DJKR area before water diversion, as well as to estimate potential risks of water quality after water diversion, we conducted an investigation on phytoplankton in the DJKR from August 2008 to May 2009. The investigation included 10 sampling sites, each with four depths of 0.5, 5, 10, and 20 m. In this study, 117 taxa belonging to 76 genera were identified, consisting of diatoms (39 taxa), green algae (47 taxa), blue-green algae (19 taxa), and others (12 taxa). Annual average phytoplankton abundance was 2.01×10^6 ind./L, and the highest value was 14.72 ×10^6 ind/L (at site 3 in August 2008). Phytoplankton abundance in front of the Danjiangkou Dam (DJKD) was higher than that of the Danjiang Reservoir Basin. Phytoplankton distribution showed a vertical declining trend from 0.5 m to 20 m at most sites in August 2008 (especially at sites of 1, 2, 4 and 10), but no distinct pattern in other sampling months. In December 2008 and March 2009, Stephanodiseus sp. was the most abundant species, amounting to 55.23% and 72.34%, respectively. We propose that high abundance ofStephanodiscus sp. may have contributed greatly to the frequent occurrence of Stephanodiscus sp. blooms in middle-low reaches of the Hanjiang River during the early spring of 2009. In comparison with previous studies conducted from 1992 to 2006, annual average phytoplankton density, green algae and blue-green algae species, as well as major nutrient concentrations increased, while phytoplankton diversity indices declined. This indicates a gradual decline in water quality. More research should be conducted and countermeasures taken to prevent further deterioration of water quality in the DJKR. 展开更多
关键词 Danjiangkou Reservoir PHYTOPLANKTON South-to-North Water Diversion Project EUTROPHICATION
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Wet-Dry Runoff Correlation in Western Route of South-to-North Water Diversion Project,China 被引量:2
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作者 HUANG Xiao-rong ZHAO Jing-wei YANG Peng-peng 《Journal of Mountain Science》 SCIE CSCD 2015年第3期592-603,共12页
The Western Route of the South-to-North Water Diversion Project is an important trans-basin diversion project to transfer water from the upstream Yangtze River and its tributaries (water-exporting area), to the upst... The Western Route of the South-to-North Water Diversion Project is an important trans-basin diversion project to transfer water from the upstream Yangtze River and its tributaries (water-exporting area), to the upstream of the Yellow River (water- importing area). The long-term hydrologieal data from 14 stream gauging stations in the Western Route area and techniques including the pre-whitening approach, non-parametric test, Bayes, law, variance analysis extrapolation, and Wavelet Analysis are applied to identify the streamflow eharacteristics and trends, streamflow time series cross-correlations, wetness-dryness encountering probability, and periodicities that occurred over the last 50 years. The results show that the water-exporting area, water- importing area, and the streteh downstream of the water-exporting have synehronization in high-low flow relationship, whereas they display non- synchronization in long-term evolution. This corresponds to the complicated and variable climate of the plateau region. There is no obvious increasing or decreasing trend in runoff at any gauging station. The best hydrological eompensation probability for rivers where water is diverted is about 25% to lO%, and those rivers influenced significantly by diversion are the Jinsha and Yalong rivers. Proper planning and design of compensation reservoirs for the water-exporting area and stretch downstream of the water- exporting area can increase the hydrological compensation possibility from water-exporting area to the water-importing area, and reduce the impact on the stretch of river downstream of the water- exporting area. 展开更多
关键词 South-to-North Water Diversion Project Yangtze River Streamflow Encounter probability Correlation coefficient Cycle Hydrologicalcompensation
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