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61.
黑河下游河道渗漏面积的估算及其精度初步研究 总被引:1,自引:0,他引:1
黑河流域是我国西北干旱区内陆河的一个典型流域,其下游生态环境用水主要来源于地下水,地下水的补给主要通过河流的渗漏过程,因此河道渗漏补给是下游生态用水的主要来源。定量确定河道渗漏水量之前,首先需要确定河道渗漏面积。由于野外条件的限制,河道过水过程中黑河下游狼心山至东居延海区间河道的渗漏面积实地测量非常困难。根据水文流量资料选取2001年、2002年、2004年、2009年四年中全断面过水ETM遥感影像数据,在此基础上,运用遥感与GIS技术研究了对应时间黑河下游河道渗漏面积。选取具有不同特征的五段河道,运用AutoCAD软件对遥感提取结果进行误差分析,得到平均相对误差为4.29%,证明直接利用监督分类方法提取得到的结果具有较高的精度。在此基础上,建立渗漏面积与河长之间的关系。为该区域的水文过程及河道周围生态环境等的研究提供了数据和研究基础。 相似文献
62.
传统的多河流串流计算主要采用水库联调的方法,把串流的各条河流概化为静态水库,库水位水平且不考虑横向流动。为解决串流区水流的横向流动及水面线并不总像库水位一样水平的问题,采用二维非恒定流数学模型计算串流区洪水演进。通过概化地形、考虑入流、糙率、边界条件和水流的横向流动等因素,计算出了整个串流区域的水面线、水深、流速、出流等水力要素,并给出洪水演进模拟图,为确定河流与总干渠交叉建筑物的规模、总干渠左岸沿线水面线和对沿线村庄、农田的防洪影响提供了可靠的依据。 相似文献
63.
随着社会经济发展,生活水平的提高以及城市规模的扩大,玛纳斯河流域内水资源供需矛盾日益突出,用水结构发生重大变化,水资源污染日趋恶化。探讨流域水资源在利用与管理过程中出现的诸多问题,并提出改进的几点意见与建议。 相似文献
64.
65.
本文选用变动态存储系数法进行河道洪水演算,弥补传统水文模型河道洪水演算将洪水传播时间设为定值的不足。论文选取辽宁大凌河上游大城子水文站2000-2013年15场洪水资料对模型进行率定和验证,并和传统水文模型河道洪水演算方法模拟结果进行对比研究,结果表明相比于传统水文模型,采用变动态存储系数法的洪水模拟精度有所提高,15场洪水模拟合格率提高20%。研究成果对于大凌河流域水文模拟,特别是分布式水文模拟提供较为重要的参考价值。 相似文献
66.
European river basin authorities are responsible for the implementation of the new river basin management plans in accordance with the European Water Framework Directive. This paper presents a new methodology framework and approach to define and evaluate environmental flow regimes in the realistic complexities that exist with multiple water resource needs at a basin scale. This approach links river basin simulation models and habitat time series analysis to generate ranges of environmental flows (e‐flows), which are evaluated by using habitat, hydropower production and reliability of water supply criteria to produce best possible alternatives. With the use of these tools, the effects of the proposed e‐flows have been assessed to help in the consultation process. The possible effects analysed are impacts on water supply reliability, hydropower production and aquatic habitat. After public agreements, a heuristic optimization process was applied to maximize e‐flows and habitat indicators, while maintaining a legal level of reliability for water resource demands. The final optimal e‐flows were considered for the river basin management plans of the Duero river basin. This paper demonstrates the importance of considering quantitative hydrologic and ecological aspects of e‐flows at the basin scale in addressing complex water resource systems. This approach merges standard methods such as physical habitat simulations and time series analyses for evaluating alternatives, with recent methods to simulate and optimize water management alternatives in river networks. It can be integrated with or used to complement other frameworks for e‐flow assessments such as the In‐stream Flow Incremental Methodology and Ecological Limits of Hydrologic Alteration. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
67.
The SWAT (Soil and Water Assessment Tool) was used to evaluate the impacts of a climate scenario based on IPCC A1B emissions on flows in the Volta River basin in West Africa for 2021–2050 and 2071–2100, using 1983–2012 as the reference period. Overall, the simulation indicates increased variability and a decrease of up to 40% in river flow as a consequence of decreasing rainfall and increasing temperature. In particular, the analysis shows smaller absolute but greater relative changes in the hydrology of the northern (upper) part of the basin, particularly at the end of the century. 相似文献
68.
We approach the issue of water productivity in agriculture by identifying five sets of drivers of change. We find that irrigation efficiencies at the field level can result in real water savings under certain conditions, but that small farmers in most of South Asia and Africa have little incentive to adopt the appropriate measures. Although water productivity improvement and water savings at the regional level are possible through a shift to economically efficient crops, such changes may be constrained by concerns with respect to domestic and regional food security, rural employment, and farming system resilience. 相似文献
69.
Abstract In this paper, the results of utilizing a deterministic dynamic programming model for operation of Lar Reservoir in Iran are discussed. This reservoir has experienced extensive seepage from the start of its operation. The optimization model consists of a three-step cycle, which began with the optimization of reservoir operation for a given set of streamflows. The optimal policies are then analyzed in a regression procedure to obtain a set of operating rules. After the first run, operating rules from the previous run were placed as a new constraint on the water releases with some pre-assigned tolerance and the cycle continues. The model also consisted of mathematical functions for modeling the seepage from Lar Reservoir as a function of storage head in the reservoir. The loss function in the model was also modified in order to incorporate parameters that reduce the seepage. Results of different scenarios showed the significant effect of optimal policies on reduction of seepage and increasing the reliability of water supply to Tehran Metropolitan Area. A pumping station was also proposed to utilize the inactive part of the reservoir, in access of over 100 MCM, in order to reduce the seepage. The effectiveness of different pumping capacities to reduce the seepage was also investigated. 相似文献
70.
Dajun Shen 《国际水》2013,38(4):484-496
China's rivers face major challenges arising from social and economic development, particularly associated with pollution and over-abstraction. Although these issues vary significantly across the country, China has adopted a national, unified approach to manage water resources in a river basin context. This paper assesses the legal and institutional arrangements for river basin management in terms of decentralization and centralization. It considers the appropriate roles for the different levels of government, including providing for participation and integration across these levels. It proposes strengthening institutional development and capacity building in the future. 相似文献