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高含沙河流汛期弃水量确定的分级最大值法 被引量:9

A Maximum Rating Method for Determination of Abandoned Floodwater in Hyper-concentration Rivers
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摘要 针对中国北方干旱半干旱缺水地区高含沙河流汛期洪水资源难于控制利用及评价的问题,以径流特征及水资源开发利用均具有典型性的泾河为例,根据河流径流特征和水资源利用特点,利用流域1933年-2001年汛期6月-10月的径流量、径流泥沙含量和引水量资料,基于它们之间的内在联系,把基本资料序列从小到大进行排列并划分成若干等级,通过对各等级的统计获得上三角形形式的洪水弃水系数与其影响要素之间的等级关系,提出汛期洪水弃水系数计算的分级最大值法,可快速准确地确定出不同沙限下的汛期洪水弃水量,通过与传统方法的比较,结果表明本研究提出的分级最大值法计算所得结果更为合理有效,为流域洪水资源的开发利用及评价提供一种行之有效的方法。 Due to the existence of severe soil and water losses over arid,semi-arid and water-shortage areas in North China,the phenomenon of high sediment concentration in runoffs would occur.The floodwaters in flood season are however difficult to be controlled and utilized,which results in floodwater waste in flood season and an intense situation of water resources supply and demand.This study makes an attempt to seek a relatively optimal approach to evaluating the abandoned floodwater in flood period,that is,the flood volume in flood season that cannot be controlled and utilized by engineering measures.A case study on the Jinghe River,one branch of the Weihe River and a second tributary of the Yellow River,China,was carried out.Both the runoff characteristics and the water resources development and utilization of the Jinghe River basin were taken into account.In terms of the characteristics of runoff and water resources development and utilization in the river basin,three data sequences regarding runoff,sediment concentration in runoff and water diversion amount from the river to the Jinghuiqu Irrigation District in the lower reaches were employed.The data were measured monthly from June to October for the period of time 1933-2001 at the control section of the Jinghuiqu Irrigation District.Their inherent relationships were analyzed in detail.The sequential data about the ratio of water diversion of runoff and the sediment concentration in runoff were generally divided into several grades in an ascending order.The months of their occurrence at each grade were recorded.A rating relationship between the coefficient of abandoned floodwater in flood season and the corresponding influencing factors (e.g.,the sediment concentration in runoff) was obtained in the left upper triangular form.A maximum rating method for coefficient determination of abandoned floodwater in flood season was then presented.The product of the coefficient of abandoned flood water and the natural runoff in flood season can be taken as the volume of abandoned floodwater in flood season.Results for the Jinghe River basin indicate that the method is able to determine efficiently and exactly the amount of abandoned floodwater under different limits of sediment concentration conditions,which would be conductive to utilization of river water resources.Provided that the limit of sediment concentration in runoff is set as 10%,the mean annual amount of abandoned floodwater in flood season over the period 1957-2001 is calculated as 0.840 billion m3,0.049 billion m3 larger than that from the traditional method.Compared with the traditional method,it is proved that the method presented in this study is more rational and effective.The presented approach can provide an effective tool for utilization and evaluation of floodwater resources in rivers with high sediment concentration in North China.
出处 《资源科学》 CSSCI CSCD 北大核心 2010年第6期1213-1219,共7页 Resources Science
基金 高等学校博士学科点专项科研基金资助项目:"环境变迁下洪水演变规律和洪水弃水多维耦合评价研究"(编号:20090211120021)
关键词 高含沙河流 汛期洪水弃水 分级最大值法 干旱半干旱区 泾河 Hyper-concentration river Abandoned floodwater in flood season Maximum rating method Arid and semi-arid area Jinghe River
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参考文献16

  • 1王建生.水资源可利用量、开发利用潜力与承载能力[A]..水资源及水环境承载能力学术研讨会论文集[C].北京:中国水利水电出版社,2002.33-39.
  • 2Postel S. L. For our thirsty world, efficiency or else [J].Seienve, 2006, 313(5790): 1046-1047.
  • 3钟华平,王建生,徐澎波,耿雷华.地表水资源可利用量计算原则[J].水利水电技术,2004,35(2):9-11. 被引量:21
  • 4Fischer G., Tubiello F. N., van Velthuizen H., et al. Climate change impacts on irrigation water requirement: Effects of mitigation, 1990-2080 [J]. Technological Forecasting & Social Change, 2007, 74: 1083-1107.
  • 5Li Y. H. Water saving irrigation in China [J]. Irrigation and Drainage, 2006, 55(3): 327-336.
  • 6Xiong W., Conway D., Lin E., et al. Future cereal production in China: the interaction of climate change, water availability and socio-economic scenarios [J]. Global Environmental Change, 2009, 19(1): 34-44.
  • 7Vorosmarty C. J., Green P., Salisbury J., et al. Global water resources: Vulnerability from climate change and population growth [J]. Science, 2000, 289(5477): 284-288.
  • 8王建生,钟华平,耿雷华,徐澎波,刘翠善.水资源可利用量计算[J].水科学进展,2006,17(4):549-553. 被引量:67
  • 9姚水萍,郭宗楼,任佶,王士武,刘红.地表水资源可利用量计算探讨[J].浙江大学学报(农业与生命科学版),2005,31(4):479-482. 被引量:6
  • 10冉大川,刘斌,罗全华,张志萍,王存荣,郭永乐.泾河流域水土保持措施减水减沙作用分析[J].人民黄河,2001,23(2):6-8. 被引量:22

二级参考文献18

  • 1水利部黄河水利委员会.黄河流域水土保持规划[M].,1992..
  • 2王建生.水资源可利用量、开发利用潜力与承载能力[A]..水资源及水环境承载能力学术研讨会论文集[C].北京:中国水利水电出版社,2002.33-39.
  • 3Ministry of Water Resources, People's Republic of China. Chinese communiqué of water resources in 1999[N]. People's Daily. 2000-09-21.[中华人民共和国水利部. 1999年中国水资源公报[N]. 人民日报, 2000-09-21.]
  • 4钟华平,王建生,徐澎波,等.地表水资源可利用量计算探讨[A].中国水利学会首届青年科技论坛论文集[C].北京:中国水利水电出版社,2004.38-41.
  • 5令福定,杨永立.甘肃省平凉地区水资源调查评价与水利区划[Z].1987.7.
  • 6刘昌明;何希吾.中国21世纪水问题方略.,1996.
  • 7水利部水利水电规划设计总院.全国水资源综合规划技术细则,2002.
  • 8雷志栋,尚松浩,杨诗秀,瞿继龙,衣比布拉,吐尔洪.叶尔羌河平原绿洲水资源可利用量的探讨[J].灌溉排水,1999,18(2):10-13. 被引量:16
  • 9西南地区水资源开发利用总体思路[J].水利规划与设计,2000,0(4):1-5. 被引量:1
  • 10丰华丽,王超,李勇.流域生态需水量的研究[J].环境科学动态,2001(1):27-30. 被引量:61

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