人类活动对塔里木河年径流影响量的估算   总被引：16，自引：4，他引：16  

周红  秦嘉轮  卫江益 《干旱区地理》2002,25(1):70-74

塔里木河流域与环境的研究，一直是近年来新疆环境演化和可持续发展研究的热点问题。大规模的区域开发活动对该流域生态环境产生了根本性的影响，区域整体生态环境趋于恶化。本文通过对年径流量累积曲线和年径流量的相关分析，估算出人类活动对塔里木河各河段的年径流量变化及其对生态环境造成的影响。  相似文献   

湘北红壤坡地雨水过程的水土流失及其影响   总被引：7，自引：0，他引：7  

谢小立  王凯荣 《山地学报》2003,21(4):466-472

模拟主要利用方式构建的垫面为主导因子,采用径流场实测方法,通过4a(1998～2001年)实地观测试验,剖析不同下垫面对雨水地表径流及其过程的影响。研究表明:降雨(时间分布及其强度)是影响地表径流特征的主导因素;年降雨量与地表径流量和系统水土流失量呈正相关。不同垫面地表径流产量有显著性差异;雨水径流过程的土壤和养分流失有相似的表现。在假定雨水年份的基础上,应用不同雨水年份出现概率指标,推算出:湘北红壤坡地现今利用状况下,雨水产地表径流过程的年均水土流失量及其养分(有机质、N、P、K)损失量;和可最大开发利用时,可能带来的水土流失与养分损失。提出"利用坡地集雨利用优势,构建与单元生态系统水循环平衡相适应的坡地农林复合生态系统,通过水平衡生态建设来维系生态系统的水分平衡"观点。  相似文献   

气候变化对洮河流域水资源的影响   总被引：7，自引：3，他引：7  

张济世  康尔泗  姚尽忠  陈仁升  蓝永超  蒲瑞丰  王书功 《中国沙漠》2003,23(3):263-267

过去40多年来，洮河流域主要产流区甘南高原的气候和生态环境发生了显著变化，通过对引洮工程的引水区——流域上游40多年的实测水文气象数据的统计分析发现，降水和径流总体下降趋势非常明显，20世纪80年代至90年代降水径流减少更多，达35％；而气温则呈上升趋势，但上升幅度没有降水径流的下降幅度大。由于气候升温变暖、草原载畜过量以及过度砍伐森林，导致气候干旱化、山区水土流失加剧、草原植被退化和沙漠化，这一切都将对未来引洮工程发挥效益产生不利影响。  相似文献   

50a来洮河流域降水径流变化趋势分析   总被引：7，自引：2，他引：7  

张济世  康尔泗  蓝永超  陈仁升  姚尽忠  蒲瑞丰  陈满祥 《冰川冻土》2003,25(1):77-82

洮河流域 40多年水文实测资料分析表明 ,由于受气候变化及人类活动影响 ,流域降水和径流特征发生了明显变化 ,降水与径流总体呈下降趋势 ,其下降的线性斜率分别为 - 0 .86～ - 1.34mm·a-1和 - 1.5 7～ - 3.36m3·s-1·a-1;而气温呈缓慢上升趋势 ,其上升的线性斜率为 0 0 2℃·a-1.降水的减少和温度的升高已经导致甘南草原荒漠化 ,使许多湿地和湖泊干涸 ;径流的减少和温度增加在近2 0a来有进一步加剧的趋势 .  相似文献   

浅水方程数值计算方法的研究   总被引：1，自引：5，他引：1       下载免费PDF全文

张修忠  王光谦  金生 《水科学进展》2003,14(4):417-423

求解以水位为变量的连续方程,并根据Navier-Stokes方程压力修正算法的基本思想,建立了浅水方程的水位修正算法,放宽了对离散时间步长的限制.通过对离散方程系数矩阵的重新构造,建立了高分辨率有限元格式,该格式既具有较高的离散精度又避免了数值解的伪振荡.对动量方程的阻力项做负坡线性化处理,提高了露滩计算的稳定性.数值模拟结果与解析解吻合良好,表明所建立的数值计算方法是正确的和可靠的.  相似文献   

Estimating the orientation error of the Dahan Downhole Accelerometer using the maximum cross-correlation coefficient between the observed and synthetic waves     

H.-C. Chiu  H.-C. Huang 《Journal of Seismology》2003,7(4):493-505

A new algorithm to correct the orientation error of the accelerometerat the Dahan Downhole Array, Hualien, Taiwan is developed. This algorithmconsists of three stages: (1) rotating two horizontal ground motions on thefree surface to the SH-SVdirection and SH axis offers a reference direction.(2) computing the synthetic downhole SH waves at a downhole station and (3)searching a rotation angle for downhole observation that yields a best waveformmatch between the synthetic and observed downhole seismograms. At this point, the rotated angle corresponding to the best waveform match can be considered as the orientation error. We selected five earthquakes with good data qualityfor analysis. Results show that this algorithm gives a more stable estimationthan a conventional method because it allows the selection of data from a wider time window for analyses. The estimated orientation error of the accelerometers at the Dahan Downhole Array after the 1999 reinstallation are40°, 114° and 285° at depths of 50, 100 and 200 m, respectively.  相似文献   

Calibration of an oscillating nozzle‐type rainfall simulator     

Bofu Yu  Cyril A. A. Ciesiolka  Paul Langford 《地球表面变化过程与地形》2003,28(13):1483-1490

Nozzle‐type rainfall simulators are commonly used in hydrologic and soil erosion research. Simulated rainfall intensity, originating from the nozzle, increases as the distance between the point of measurement and the source is decreased. Hence, rainfall measured using rain gauges would systematically overestimate the rainfall received at the ground level. A simple model was developed to adjust rainfall measured anywhere under the simulator to plot‐wide average rainfall at the ground level. Nozzle height, plot width, gauge diameter and height, and gauge location are required to compute this adjustment factor. Results from 15 runs at different rain intensities and durations, and with different rain gauge layouts, showed that a simple average of measured rain would overestimate the plot‐wide rain by about 20 per cent. Using the adjustment factor to convert measured rainfall for individual gauges before averaging improved the estimate of plot‐wide rainfall considerably. For the 15 runs considered, overall discrepancy between actual and measured rain is reduced to less than 1 per cent with a standard error of 0·97 mm. This model can be easily tested in the ?eld by comparing rainfall depths of different sized gauges. With the adjustment factor they should all give very similar values. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Short‐term erosion rates from a 7Be inventory balance     

Christopher G. Wilson  Gerald Matisoff  Peter J. Whiting 《地球表面变化过程与地形》2003,28(9):967-977

Detailed soil erosion studies bene?t from the ability to quantify the magnitude of erosion over time scales appropriate to the process. An inventory balance for ⁷Be was used to calculate sediment erosion in a 30·73 m² plot during a series of runoff‐producing thunderstorms occurring over three days at the Deep Loess Research Station in Treynor, Iowa, USA. The inventory balance included determination of the pre‐ and post‐storm ⁷Be inventories in the soil, the atmospheric in?ux of ⁷Be during the event, and pro?les of the ⁷Be activity in the soil following the atmospheric deposition. The erosion calculated in the plot using the ⁷Be inventory balance was 0·058 g cm^?2, which is 23 per cent of the annual average erosion determined using ¹³⁷Cs inventories. The calculated erosion from the mass balance is similar to the 0·059 g cm^?2 of erosion estimated from the amount of sediment collected at the outlet of the 6 ha ?eld during the study period and the delivery ratio (0·64). The inventory balance of ⁷Be provides a new means for evaluating soil erosion over the time period most relevant to quantifying the prediction of erosion from runoff. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

机载激光测深中的波浪改正技术   总被引：3，自引：0，他引：3  

黄谟涛  翟国君  欧阳永忠  陆秀平 《武汉大学学报(信息科学版)》2003,28(4):389-392

基于我国新研制的机载激光测深系统基本配置，提出了3种可供选择的波浪改正计算方案(也称为深度值归算方案)，具体分析了3种方案的适用条件和应用范围，并从理论上对3种改正模型的计算精度进行了估算。  相似文献   

基于GPS基准站网的GPS测量   总被引：5，自引：0，他引：5  

胡丛玮  刘大杰 《现代测绘》2003,26(1):10-13

采用基于GPS基准网的GPS测量可以提高GPS测量的可靠性和准确性 ,可以消除和减小GPS测量观测值中与时间和空间相关的大气误差和轨道误差的影响 ,使中、长距离快速静态定位和RTK动态定位成为现实 ,还具有可直接得到WGS84Z坐标等优点。本文介绍基于GPS基准站网的GPS测量 ,简要地论述GPS虚拟参考站法VRS和区域改正数法FKP的原理、方法和特点 ,以及目前实施中存在的一些问题  相似文献