Theoretical assessment of changes in design flood peak of an overland plane for two opposing urbanization sequences

By considering urbanization on an overland plane as a process whereby a relatively rough, permeable surface is gradually replaced by a relatively smooth, less permeable surface, the effect of urbanization sequence on the flood peak is theoretically assessed by the kinematic wave method. In the assessment, two opposing urbanization sequences are considered: one from downstream to upstream, and the other from upstream to downstream. The assessment is carried out in terms of the individual effect as well as the combined effect of the Manning resistance coefficient and the runoff coefficient. For both urbanization sequences and for all degrees of urbanization, the assessment shows that surface conversion from rough to smooth, or from permeable to less permeable causes the flood peak to increase. A comparison of the individual effects shows that for equal reductions in surface roughness and permeability, the reduction in permeability causes greater increases in the flood peak compared with the reduction in surface roughness. For a partially urbanized plane and for the same degree of urbanization, due to the partial area effect, urbanization at the downstream end generally causes greater increases in the flood peak. In terms of urbanization sequence, the downstream to upstream urbanization sequence generally causes greater increases in the flood peak. The effect of urbanization sequence on the flood peak, however, is only significant for the larger reductions in surface roughness and permeability. Finally, a comparison of the results of this study with those obtained from drainage basins shows that for most of the results from the basins, they correspond to those for the small reductions in surface roughness and permeability on an overland plane. For these cases, the effect of urbanization sequence on the flood peak is small. Copyright © 1999 John Wiley & Sons, Ltd.     

干冷空气活动对2008年梅雨降水的作用

利用NCEP/NCAR再分析资料,分析了2008年梅汛期暴雨过程中干冷空气侵入对暴雨发生、发展和维持的作用.结果表明:梅雨期中高纬度环流的演变和调整与暴雨过程密切相关,亚洲北部阻塞高压(高压脊)的建立和维持,使得500hPa高度上西风锋区南压,导致干冷空气南下,极涡活动的异常偏东和加强有助于冷空气向江淮流域输送,有利于江淮流域暴雨的发展.在江淮流域梅雨期间,干冷空气的活跃与暴雨过程相对应.干冷空气来源于中高纬度和中高层.干冷空气侵入有利于对流层中高层干层的形成和维持.而且,干冷空气侵入是梅雨湿度锋形成和维持的一个重要动力和热力原因.在此研究基础上,归纳出中期预报着眼点,供实际业务预报参考使用.     

Hydrological runoff modelling by the use of remote sensing data with reference to the 1993–1994 and 1995 floods in the river Rhine catchment

In hydrological modelling of runoff processes, including water balance, various input data and parameters can be acquired or estimated by the use of remote sensing (RS) techniques.The acquisition and use of synoptic RS areal information rather than traditional point information is an important issue in hydrology. Hydrological models allow runoff/water balance in catchments to be calculated and flow routing within flow channels to be done. For runoff and water balance computations land use, soil moisture, detection of snow and ice, digital terrain models (DTM), as well as hydrometeorological information and discharge are important. For flow routing, water level information, geometric–topographic information such as cross-sections for normal and flood conditions, coefficient of roughness and velocity of flow and its cross-sectional distribution are required. In addition, water level information (lower and upper level) is needed for shipping and for design purposes. In the German part of the River Rhine catchment, several focus areas in the December 1993–January 1994 and January 1995 floods were covered with RS data [ERS-1 and airborne SAR, both C-band VV, passive microwave (18·7, 36·5, 89 GHz), TIR, UV, aerial photographs (b/w PAN, b/w NIR)], giving a good opportunity for a comparison of methods. Evaluation is still continuing. The importance of soil saturation for flood generation and, therefore, for flood monitoring, was shown on this occasion. The use of ERS SAR data for soil moisture estimation is currently being investigated by the Federal Institute of Hydrology. Also, the need for emergency schemes for data acquisition and easy, quick and affordable RS data dissemination was demonstrated. The assimilation of RS data with GIS information such as DTMs, including relevant topographic features like dams, which is omitted in currently available raster digital elevation models, is promising. RS altimetry techniques can be a step towards high resolution DTMs for hydrological purposes. Ground truth reference data are still needed. © 1997 John Wiley & Sons, Ltd.     

洪水对湿地系统的作用

洪水是水流运动的一种自然现象,是河流对河滨洪泛湿地系统的一种正常的干扰。不定期的洪水干扰维持了河流与其洪泛湿地不同程度的水文连通性,成为维持河流洪泛湿地景观异质性和生态系统平衡的重要营力。作为河流极端的水文情势,排除较大规模的洪水所造成的一定的生态环境破坏和社会经济损失以外,洪水干扰对生态环境产生多方面的正效应。从洪水的生态意义角度出发,论述洪水干扰对湿地生态系统及其环境所产生的正面效应,包括洪水干扰对洪泛区湿地沉积过程的影响,促进湿地系统水循环以及对土壤发育产生影响,导致洪泛区及其湿地生态系统和景观的演替。     

不同区域海温异常对中国夏季旱涝影响的诊断研究和预测试验

利用季降水异常的典型集合相关预测模式, 研究了前期和同期不同季节全球海表温度距平场与中国夏季旱涝的遥相关分布特征以及这种相关型随季节的变化, 揭示了全球海温的异常变化在中国夏季旱涝中的信号特征.研究表明, 全球不同区域海温对我国夏季降水的影响存在着明显的季节差异.全球特定的海温分布可以作为中国夏季旱涝预报的信号因子.选取不同区域及不同时段的海温场作为因子场分别对1998、 1999年这两个典型年份的我国夏季降水进行了诊断研究和预测试验, 并通过不同区域海温的影响权重做集成预测.试验结果表明:不同区域海温的集成预测不仅可以有效地提高预测的准确性, 而且可以揭示不同时段不同区域海温的异常变化在夏季旱涝中的强信号现象.     

珠江三角洲治水方针的实施和发展

珠江三角洲网河区治水方针从联围筑闸、以防为主,到合理导治、以泄为主,再到近期以清障为主。联围筑闸,利多弊少。洪水位长期呈上升趋势,但堤围的标准偏低。十余年来,口门的水沙分配发生了很大变化,口门整治必须合理围垦和适当疏浚。三角洲腹心地区洪峰水位异常壅高,主要是由于北江的分流比增大。近期有必要清除河障,疏浚主干河道,但是长远之计是兴建思贤和南华水闸,调控西江、北江的流量,确保防洪安全。     

枯季珠江河口悬浮泥沙絮凝沉降特征的观测与分析

2000年1月,利用L ISST-ST现场激光粒度沉速仪,对珠江河口悬浮泥沙的现场粒级与沉速特征进行观测和分析,结果表明:珠江河口悬浮泥沙絮凝沉降特征具有复杂的时空变化,悬浮泥沙颗粒现场中值粒径为10~96μm,各粒级颗粒的现场中值沉速为0.001~0.02 cm/s,并可用关系式iω=k.din(0.29相似文献   

全国水温台网井水温度2008年动态及其汶川地震前后的异常变化

在全面收集与系统分析全国水温台网近300口观测井2008年动态的基础上,梳理出井水温的正常年动态与固体潮,并进一步识别与分析2008-05-12汶川MS8.0地震震前、震时及震后的异常变化;归纳出全国井水温动态的正常年动态类型、特征及水温潮汐的基本特征,识别出汶川地震前14口井出现的异常,并分析该异常的形态与时空分布特征;分析125口井的同震响应与震后变化特征,进一步论证利用井水温动态监测地震前兆的可能性与存在的问题,提出把现有的水温观测网进一步改造与升级、开拓地壳热动态与地震活动关系观测与研究的创新思路。     

山东省平邑县归来庄金矿床充水因素分析及水害治理方向

归来庄金矿床为鲁西南地区唯一特大型金矿床,矿山已经转为地下开采,目前矿山正常涌水量为98491m3/d,矿坑共发生中大型突水56次,其中最大突水点水量高达2000m^3/h,矿山涌水量大,突水频繁,矿坑涌(突)水对矿山深部开采生产安全构成了严重的威胁。该文通过收集以往矿床勘查、核实水文地质资料、地下水连同试验成果、矿山水文地质监测资料并经现场调查,认为该矿山充水来源主要有三个方面:大气降水,地表水(浚河水)和碳酸盐岩裂隙岩溶水,其中碳酸盐岩裂隙岩溶水对矿床直接充水,大气降水和浚河水通过碳酸盐岩含水岩组的导水通道间接补给矿坑。矿山水害治理重点在奥陶系碳酸盐岩类含水岩组的岩溶、构造导水通道,提出了对浚河河床漏水点进行注浆封堵和地下水帷幕注浆截流治水方案。     

Flood hydrograph simulation in ungaged basins: modeling linear–nonlinear storage-discharge relationships in a semiarid mountain region

For the purpose of flood mitigation in a mountain region, this study aims to evaluate the degree of nonlinearity in the hydrologic storage-discharge relationship. The study area includes a mesoscale catchment, its headwater subcatchment, and its large-scale parent basin in the Zagros mountain region of southwestern Iran. Rainfall events are divided into two variable classes, Low Temporal (LT) and High Temporal (HT), based on their heterogeneity across time. For Low Temporal rainfall events, the mesoscale catchment and its headwater subcatchment show strong nonlinear behavior, but their responses tend to be less nonlinear for High Temporal rainfall events. Meanwhile, for High Temporal events, soil moisture has a dominant role in catchment response. On the other hand, a different perspective is drawn for the larger basin because a strong nonlinear response is obtained for all events regardless of temporal heterogeneities and soil moisture conditions, emphasizing the filtering effect of catchment extent on the rainfall–runoff process.