渭河流域水沙演变情势分析
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
渭河是黄河的第一大支流,也是一条多泥沙河流,具有水沙异源的特征。泥沙主要来自支流泾河及林家村站以上地区,径流主要来自林家村站至成阳站区间流域。影响渭河流域水沙的因素主要有气候条件和人类活动,而且人类活动对水沙的影响有不断增长的趋势,所以研究降雨这一主要气候条件和人类活动对渭河流域水沙的影响有着重要的意义。本文针对渭河流域水沙演变情况进行了以下研究:
     (1)分析了渭河水沙来源及其分布情况,并对不同年代的水沙情况进行了对比,指出渭河流域90年代水沙的新特点:90年代较60年代平均减水61.43亿m~3,减少63.8%;减沙2.089亿t,减少47.9%,减水幅度大于减沙。
     (2)分析了降雨特点及对渭河流域水量的影响,指出90年代全流域降水量比多年平均值偏少,尤其汛期雨量偏少较多,因而同样降雨条件下,产流量偏少。
     (3)分析了人类活动对渭河流域水沙的影响;指出由于农田灌溉、修建水库、坡面水保措施增多和淤地坝建设等而影响了水沙情势,导致水沙减少。90年代人类影响已超出降水等气象因素的一面。
     (4)依据渭河及其支流(泾河、北洛河)治理程度基础上,对2010和2020年渭河流域水沙变化趋势做出了预测,2010年和2020年水量将分别减少4.06及5.99亿t,而沙量分别减少0.706及1.044亿t。
     基于上述分析,定性得出了人类活动对渭河流域水沙情势影响比降雨
    
    西安理工大学工程硕士学位论文
    等气象因素大,成为主要影响因素的结论,并结合实际提出了合理利用渭
    河水资源应采取的主要措施在于:节约用水、治理污染和广泛开展水土保
    持工作。
The Weihe River is the biggest and much sandy tributaries of the Yellow River and its water and sediment comes from different source areas. Its sediment is from the upstream of Linjiacun and Jinghe River mostly, which is a tributary of the Weihe River. Its water is mainly from the area between Linjiacun and Xianyang. The factors of affecting water and sediment are climate and human activities in the Weihe River Basin, and the influence of the later is increasing. So it is important that the influences of rainfall and human activities are studied in the Weihe River Basin. The following works are conducted in this thesis:
    (1)The sources and distributing of water and sediment in the Weihe River Basin are studied, which of various intervals are compared. The new characteristics of the Weihe River's water and sediment in 1990s" are indicated that the water volume in 1990's is reduced 6.143 billion m3. about 63.8%, compared with that os 1960's in average; and the sediment reduced 0.2089 billion t. about 47.9%, compared with that os 1960"s in average. It means that the water reduction is larger than that of sediment.
    (2)The effects of rainfall on the runoff and sediment in the Weihe River are studied. It is pointed out that the rainfall is much less than the average.
    
    
    
    especially during the flood season, which results in the lower runoff yield.
    (3)The impacts of human activities on the runoff and sediment in the Weihe River are studied. It is pointed out that because of irrigation, reservoir construction, soil and water conservation measures, and warping dam; the water and sediment is reduced. During 1990's, the impacts of human activities excess that of rainfall.
    (4)According to the degree of watershed managemeng of the Weihe River and ite tributaries, the trend of water and sediment variation in 2010 and 2020 are forecasted. The result shows that in 2010 and 2020 the water volume will decrease 0.406 and 0.599 billion m3, and the sediment will decrease 0.0706 and 0.1044 billion t, respectively.
    Based on above analysis, it is pointed out qualitatively that the impacts of human activities already excess that of rainfall, becoming the main affector. And the major measures for reasonable utilization of water resources in the Weihe River Basin are as follows: saving water in every aspects, preventing water pollution, and spreading the soil and water conservation work.
引文
[1] Schmidt J, Werner M V, etal. Application of the EROSION 3D model to the CATSOP watershed[J]. The Netherlands, Catena., 1999, 37:449-456.
    [2] Murry D. Erosion thresholds and suspended sediment yields, Waipaoa River Basin[M]. New Zealand, Water Resources Res., 2000:1129-1142.
    [3] Walling D E, Webb B W. Erosion and sediment[A]: a global overview, Erosion and sediment yield: Global and Regional Perspectives[M]. Proceeding of the Exeter Symposium. 1996:3-19.
    [4] Karen R Spatial Variations in the Magnitude of the 1993 Floods, Raccoon River basin[M], lowa. Geomorphology, 1994:169-182.
    [5] 张胜利等,黄河中游多沙粗沙区水沙变化原因及发展趋势[M],郑州:黄河水利出版社,1998:10-120。
    [6] 刘昌明等,黄河下游断流的径流序列分析[J],地理学报,2000(3):257-265。
    [7] 黄河水利委员会.渭河流域综合治理规划.2002
    [8] 史鉴等.“九五”国家重点科技攻关项目《关中地区水资源合理开发利用与生态环境保护研究》.2002,12
    [9] 汪承杰.水资源计算与评价.南京大学出版社,1993
    [10] 潘理中等.中国水资源与世界各国水资源统计指标的比较.水科学进展,1996(4)
    [11] 王云璋等.近十年渭河流域降水特点及对径流影响的初步分析.人民黄河,1998(1)
    [12] 冉大川.泾河流域人类活动对地表径流量的影响分析.西北水资源与水工程,1998(1)
    
    
    [13] 邢大韦.陕西渭河流域水文干旱分析.西北水资源与水工程,1996(2)
    [14] 水利水电规划总院.中国水资源利用.北京:水利电力出版社,1989
    [15] 陕西省水文水资源规划局.陕西省地表水资源调查评价研究.1998
    [16] 陕两省水利电力勘测设计研究院.陕西省渭河流域水资源开发利用规划.2002
    [17] 陕曲省地下水工作队.陕西省地下水资源评价.1986
    [18] 陕西省水利电力勘测设计研究院.陕西省渭河流域农业节水规划.2002
    [19] 陕西省农业厅.陕西省渭河流域农业发展规划.2002
    [20] 任光照等.城市用水.北京:水利电力出版社,1989
    [21] L.Duckstein. E.J.Plate. Engineering Reliability and Risk in Water Resources. Martines Nijh off Publishers. 1987
    [22] (日)长尾正志.东海水资源不足倾向的时序系列解析.水资源研究,京都大学防灾研究所,1990
    [23] (日)石原安雄等.异常竭水对策的研究与考察.水资源研究,京都大学防灾研究所,1990
    [24] 仵彦卿等.下水动态观测网的优化设计.成都:成都科技大学出版社,1989
    [25] 冯尚友.水资源系统工程.武汉:湖北科学技术出版社,1991
    [26] 马勇等.渭河水沙变化及其影响因素分析.中国水土保持.2002(8)
    [27] 左东启等.水资源评价指标体系研究.水科学进展,1996(4)
    [28] 冯普林.渭河下游存在的主要问题及治理建议.人民黄河,2003(5)
    [29] 黄委会天水水保站.甘肃水利厅.渭河流域水利水保措施减水减沙效益分析研究和预测,1991
    [30] 黄河水利委员会设计院.泾河流域水资源利用规划,1993,12
    [31] 甘肃行水利水电勘测设计院.渭河流域开发治理初步规划报告.1985,12
    
    
    [32] 甘肃省水利厅.甘肃省水中长期供求计划.1997,10
    [33] T.O Donnel dp. Canedo. The Reliability of Conceptual Basin Model Calibration. Proceedings of the International Symposium of Hydrological Forcasting. 1998(4)
    [34] WMO: Intercomparision of Conceptual Model Used in Operational Hydrological Forcasting. WMO Operational Hydrology Report. 1975(7)
    [35] F.Neaf: Can We Model the Rainfall Runoff Process Today? Proceedings of the International Symposium of Hydrological Forcasting. 1980(4)
    [36] G.A.Schultz. Large-Scale Hydrological Modelling Coupling Large-Scale Hydrological and Atmospheric Models. IAHS Special Publication No.3
    [37] 华士乾.水文科学计量计算的发展与问题.水文,1982(6)
    [38] 刘新仁等.淮北平原汾泉河流域水文模型.水文,1989(1)
    [39] 郭生练.大尺度分布式水文模型发展概况和展望.水资源研究,1997(2)
    [40] 郭生练等.半干旱地区月水量平衡模型.人民黄河,1994(12)
    [41] 王国庆等.人类活动和气候变化对大理河水沙影响的初步分析.黄河科研,1995(2)
    [42] 包为民.下垫面因素对产沙时变影响分析.地理科学,1994(18)
    [43] 文康等.流域产流计算的数学模型.水利学报,1982(8)
    [44] 张胜利等.水土保持减水减沙效益计算方法.中国环境科学出版社,1994
    [45] R.拉尔主编.黄河水利委员会宣传出版中心译.土壤侵蚀研究方法,科学出版社,1991
    [46] 陈浩等.流域坡面与沟道的侵蚀产沙研究.气象出版社,1993
    [47] 蔡强国等.黄土丘陵沟壑区典型小流域侵蚀产沙过程模型.地理学报,1996,51(2)
    [48] Daniel Yoder and Joel Lown,The future of Resule:Inside the new evised Universal soil loss equation.Journal of soil and water conservation.
    
    1995,50(5)
    [49] Johnson, L.E., Maphyd:A digital map based hydrologic modeling system, Photogram. Eng. Remot. Scense. 1989, 55(9)
    [50] 胡春宏等.Analysis of Fluvial Process in Estuary Region of the Yellow River, Part Ⅰ, Evolution of River Course, Sand Spit and Coastline, Proceedings of the Second International Conference on Hydro-Science and Engineering, 1995 (3)
    [51] 吉祖稳等.Analysis of Fluvial Process in Estuary Region of the Yellow River, Part Ⅱ, Evolution of Barrier Bar, Ditch and Tributary, Proceedings of the Second International Conference on Hydro-Science and Engineering,1995(3)
    [52] 赵红.渭河水质评价及污染防治对策.西北水资源与水工程,2003(1)
    [53] 朱同新等.黄土丘陵沟壑区洞穴侵蚀产流产沙规律初步研究.水土保持学报,1992(1)
    [54] 渭河下游河流地貌.第五章,河床冲淤规律。潼关以上淤积.科学出版社,1983
    [55] 陈建国等.渭河下游近期河道演变及其治理对策(第五届全国泥沙基本理论研究学术讨论会论文集).湖北辞书出版社,2002
    [56] 陈建国等.渭河下游近期河道萎缩特点及治理对策.泥沙研究,2002(6)
    [57] 胡春宏等.Bed-Load Transport, Part Ⅱ: Stochastic Characteristics of Bed-Load Transport, Journal of Hydr. Engr. ASCE, Vol.122, No.5, 1996
    [58] 胡春宏等.Mechanical and statistical analysis of solid grains in flowing water,第5届河流泥沙国际学术讨论会论文集,1992
    [59] 王宏等.渭河流域水沙变化的水文分析与计算.人民黄河,2002(8)
    [60] Daniel Yoder, Joel Lown, The future of Resule:Inside the new evised Universal soil loss equation. Journal of soil and water conservation.1995,50(5)
    
    
    [61] 刘买义等.浅论陕西省的水土保持与投资环境.中国水土保持,2003(1)
    [62] 冉大川等.黄河中游河口镇至龙门区间水土保持与水沙变化.郑州:黄河水利出版社,2000
    [63] 田凯.以小流域治理推动大面积植被恢复.黄河报,2002年4月24日第1版
    [64] 杨武学等.黄渭洛河汇流区河势演变及其带来的影响.泥沙研究,2002(4)
    [65] 甘肃省水利厅.2001~2015年甘肃省水土保持生态环境环境建设规划
    [66] 宁夏自治区水利厅.2001~2020年宁夏自治区生态环境建设规划
    [67] 陕西省水利厅.水资源公报.1980~2000年
    [68] 陕西省水利厅.陕西省水中长期供求计划.1997
    [69] 陕西省水利厅.陕西水利统计年鉴.1990~2000年
    [70] 甘肃省水利厅.甘肃省水利统计年鉴.1990~2000年
    [71] 黄委会水文局.渭河流域水资源评价.2002
    [72] 黄委会,水土保持减水减沙作用计算方法,1992
    [73] 水利水电规划总院,全国水资源综合规划技术细则,2002

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700