乌江干流梯级水库运行对径流的影响
The Influence of Cascade Reservoirs Operation to Stream Flow Variation in the Wujiang River
摘要: 本文建立了乌江降雨径流河网汇流水库调度模型,该模型主要由新安江三水源模型、河网汇流模型和水库调度模型组成,并利用所收集的流域内控制水文站历史流量数据,对各河段的模型参数分别进行率定。通过该模型对乌江不同水库组合条件下的调度运行进行模拟。模拟结果显示,梯级水库对径流具有一定的影响,其大小不但取决于水库的调节库容和防洪库容的大小,而且还和水库的调度规则、库容曲线等息息相关。但从总体上来看,日调节水库对径流的影响幅度不大,年调节、不完全年调节水库能够在一定程度上内改变径流的年内分配过程,其改变幅度与水库自身的特征参数有关。一般来说,调节库容越大的水库对径流的改变越明显。除多年调节水库外,基本不会改变径流的年际变化特征。
Abstract: The sub-basin Xinanjiang model, Muskingum method and successive routing model and reservoir operation model were established and the parameters were calibrated respectively for each sub-basin (or river reach) on the basis of recorded rainfall and runoff data. The joint operation of reservoirs model was built according to reservoir operating rule. Then we test the model to certify whether the characteristic in the model can be well kept as the one in real data. The simulation results showed that cascade reservoirs brought a certain impact on runoff characteristics, which depended on the size of regulating storage, the flood control capacity, reservoir operating rule, and stage-storage curve. From a general point of view, compared with daily regulating storage reservoirs, incomplete annual regulating reservoirs and complete annual regulating reservoirs brought more impact on runoff. The size of regulating storage of cascade reservoirs directly concerned with the downstream runoff variation. The bigger the size was, the more significantly the change took place.
文章引用:邵骏, 范可旭, 邴建平, 熊莹. 乌江干流梯级水库运行对径流的影响[J]. 水资源研究, 2012, 1(3): 127-136. http://dx.doi.org/10.12677/JWRR.2012.13018

参考文献

[1] 长江水利委员会. 长江志[M]. 北京: 中国大百科全书出版社, 2002. Changjiang Water Resources Commission. The history of Yangtze River. Beijing: Encyclopedia of China Publishing House, 2002. (in Chinese)
[2] 郭海晋, 王政祥, 邹宁. 长江流域水资源概述[J]. 人民长江, 2008, 39(17): 3-5, 11. GUO Hai-jin, WANG Zheng-xiang and ZOU Ning. Summarize of water resource for the Yangtze River basin. Yangtze River, 2008, 39(17): 3-5, 11. (in Chinese)
[3] 张明波, 张新田, 余开金. 乌江流域水文气象特性分析[J]. 水文, 1999, 6: 53-56. ZHANG Ming-bo, ZHANG Xin-tian and YU Kai-jin. Analysis on characteristic of hydrology and meteorology for Wujiang River basin. Journal of China Hydrology, 1999, 6: 53-56. (in Chinese)
[4] 赵人俊. 流域水文模拟——新安江模型与陕北模型[M]. 北京: 中国水利水电出版社, 1984. ZHAO Ren-jun. Hydrological simulation of watershed——Xin- anjing model and Shanbei model. Beijing: China Water Power Press, 1984. (in Chinese)
[5] 水利部. 水文情报预报规范[M]. 北京: 中国水利水电出版社, 2000. Ministry of Water Resource. Standard of hydrological information and hydrological forecasting. Beijing: China Water Power Press, 2000. (in Chinese)
[6] 徐高洪, 黄家文, 蒋鸣. 构皮滩电站施工期乌江渡水库洪水调度研究[J]. 人民长江, 2004, 35(11): 51-52. XU Gao-hong, HUANG Jia-wen and JIANG Ming. Flood control operation of Wujiangdu Reservoir during construction period of Goupitan hydropower station. Yangtze River, 2004, 35(11): 51-52. (in Chinese)
[7] 丁胜祥, 王俊, 沈燕舟, 李中平. 长江上游大型水库运用对三峡水库汛末蓄水影响的初步分析[J]. 水文, 2012, 32(1): 32-38. DING Sheng-xiang, WANG Jun, SHEN Yan-zhou and LI Zhong-ping. Impact of large reservoir operation in upper Yangtze River Reach on refill operation of Three Gorges Reservoir at end of flood period. Journal of China Hydrology, 2012, 32(1): 32-38. (in Chinese)